HomeMy WebLinkAbout2_Sheetz - S Seabreeze Road - SIA - 2025.03.18_v1STORMWATER IMPACT ANALYSIS
803 S SEABREEZE RD
WILMINGTON, NORTH CAROLINA
MARCH 10TH, 2025
REVISED MARCH 18TH, 2025
PREPARED FOR:
SHEETZ INC.
PREPARED BY:
Timmons Group
Patrick Barbeau, PE
5410 Trinity Road, Suite 102
Raleigh, North Carolina 27607
919.866.4512. | patrick.barbeau@timmons.com
www.timmons.com
03/18/2025
803 S Seabreeze Rd
Wilmington, NC
Project Number: 64250.005
Table of Contents
Stormwater Narrative ......................................................................................................................................... 1
Proposed Project Background ........................................................................................................................ 1
Proposed Project Description ......................................................................................................................... 1
Proposed Stormwater Management ............................................................................................................... 1
Reference Material ............................................................................................................................................ 2
NOAA Rainfall Data ....................................................................................................................................... 2
FEMA FIRM Map ........................................................................................................................................... 2
NRCS Soil Survey Map .................................................................................................................................. 2
USGS Map ..................................................................................................................................................... 2
Surface Water Classification Map .................................................................................................................. 2
Post Development Drainage Area Map .......................................................................................................... 2
Inlet Drainage Area Map ................................................................................................................................ 2
Stormwater Runoff Analysis............................................................................................................................... 3
Composite Runoff Coefficient Calculations .................................................................................................... 3
Hydraflow Storm Sewers – Q10 HGL Calculations ......................................................................................... 3
Flume Design Calculations............................................................................................................................. 3
803 S Seabreeze Rd
Wilmington, NC
Project Number: 64250.005
1 | www.timmons.com
Stormwater Narrative
Proposed Project Background
This Sheetz project is in Tract A of the Seabreeze Village master development located in Federal Point Township,
New Hanover County, NC. Address for the Sheetz parcel is 803 S Seabreeze Rd. The property identification
numbers (PIN) are R08514-003-007-000; R08514-003-016-000; R08514-003-006-000; R08514-003-006-001;
R08514-003-005-001; R08514-003-017-000; R08514-003-005-000; R08514-003-004-000. Tract A consists of
approximately 2.27 acres and will be a pad ready graded site before Sheetz takes ownership. Seabreeze Village
has a master SCM and a stormwater system which will be permitted by CSD engineering. Sheetz has a proposed
stormwater system that will drain to the master SCM through the CSD engineering stormwater system. FIRM
Panel 3720313100K indicates the site lies within the “0.2 PCT Annual Chance Flood Hazard, Zone X. Tract A is
located in the White Oak Basin, on the border of the Cape Fear Basin. Surface water classification for the site is
SA; HQW.
Proposed Project Description
This project proposes a new 6,139 SF Sheetz convenience store with associated parking & utilities. This is Tract
A of the Seabreeze Village master development plan.
The proposed Tract A development proposes 1.65 ac of impervious area, with 0.04 acres designated as future
impervious.
Onsite impervious runoff will be conveyed through underground stormwater systems to a stormwater system
and master SCM proposed by CSD engineering.
Proposed Stormwater Management
This project shall meet New Hanover County stormwater requirements in accordance with the Unified
Development Ordinance Article 7 and other related documents.
803 S Seabreeze Rd
Wilmington, NC
Project Number: 64250.005
2 | www.timmons.com
Reference Material
NOAA Rainfall Data
FEMA FIRM Map
NRCS Soil Survey Map
USGS Map
Surface Water Classification Map
Post Development Drainage Area Map
Inlet Drainage Area Map
NOAA Atlas 14, Volume 2, Version 3
Location name: Wilmington, North Carolina, USA*
Latitude: 34.0647°, Longitude: -77.8979°
Elevation: 11 ft**
* source: ESRI Maps** source: USGS
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonnin, D. Martin, B. Lin, T. Parzybok, M.Yekta, and D. Riley
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 6.47
(6.01‑6.98)
7.69
(7.15‑8.32)
8.99
(8.33‑9.70)
9.98
(9.24‑10.8)
11.3
(10.4‑12.1)
12.2
(11.2‑13.2)
13.2
(12.0‑14.2)
14.2
(12.9‑15.3)
15.5
(13.9‑16.8)
16.6
(14.7‑18.0)
10-min 5.16
(4.80‑5.57)
6.16
(5.72‑6.65)
7.19
(6.67‑7.76)
7.98
(7.39‑8.61)
8.97
(8.26‑9.65)
9.73
(8.92‑10.5)
10.5
(9.56‑11.3)
11.3
(10.2‑12.2)
12.3
(11.0‑13.3)
13.1
(11.6‑14.2)
15-min 4.30
(4.00‑4.65)
5.16
(4.79‑5.57)
6.06
(5.63‑6.54)
6.73
(6.23‑7.26)
7.58
(6.98‑8.16)
8.22
(7.53‑8.85)
8.85
(8.06‑9.54)
9.47
(8.57‑10.2)
10.3
(9.22‑11.1)
10.9
(9.70‑11.9)
30-min 2.95
(2.74‑3.19)
3.56
(3.31‑3.85)
4.31
(4.00‑4.65)
4.88
(4.51‑5.26)
5.61
(5.17‑6.04)
6.19
(5.67‑6.66)
6.78
(6.17‑7.31)
7.37
(6.67‑7.96)
8.19
(7.33‑8.87)
8.85
(7.86‑9.61)
60-min 1.84
(1.71‑1.99)
2.24
(2.08‑2.42)
2.76
(2.56‑2.98)
3.18
(2.94‑3.42)
3.74
(3.44‑4.02)
4.19
(3.84‑4.52)
4.67
(4.25‑5.03)
5.17
(4.68‑5.58)
5.88
(5.26‑6.36)
6.46
(5.74‑7.01)
2-hr 1.09
(1.00‑1.19)
1.33
(1.23‑1.46)
1.69
(1.56‑1.85)
1.99
(1.82‑2.17)
2.41
(2.20‑2.63)
2.77
(2.52‑3.02)
3.16
(2.85‑3.45)
3.59
(3.21‑3.91)
4.22
(3.73‑4.60)
4.76
(4.17‑5.21)
3-hr 0.773
(0.710‑0.851)
0.944
(0.867‑1.04)
1.21
(1.10‑1.33)
1.43
(1.30‑1.57)
1.76
(1.59‑1.93)
2.04
(1.84‑2.24)
2.36
(2.11‑2.58)
2.70
(2.40‑2.96)
3.23
(2.83‑3.54)
3.69
(3.20‑4.05)
6-hr 0.487
(0.446‑0.539)
0.596
(0.546‑0.660)
0.763
(0.696‑0.843)
0.905
(0.823‑0.999)
1.12
(1.01‑1.23)
1.30
(1.17‑1.43)
1.51
(1.34‑1.66)
1.74
(1.53‑1.91)
2.09
(1.81‑2.30)
2.40
(2.06‑2.64)
12-hr 0.284
(0.257‑0.317)
0.347
(0.315‑0.387)
0.447
(0.405‑0.499)
0.534
(0.481‑0.594)
0.664
(0.593‑0.736)
0.778
(0.690‑0.862)
0.907
(0.797‑1.00)
1.05
(0.915‑1.16)
1.28
(1.09‑1.41)
1.48
(1.25‑1.63)
24-hr 0.167
(0.153‑0.185)
0.203
(0.186‑0.225)
0.263
(0.241‑0.291)
0.316
(0.288‑0.348)
0.396
(0.358‑0.437)
0.468
(0.418‑0.517)
0.550
(0.486‑0.608)
0.644
(0.560‑0.714)
0.790
(0.671‑0.880)
0.919
(0.766‑1.03)
2-day 0.096
(0.089‑0.106)
0.117
(0.107‑0.129)
0.150
(0.137‑0.165)
0.179
(0.163‑0.197)
0.223
(0.201‑0.246)
0.262
(0.234‑0.289)
0.305
(0.270‑0.339)
0.355
(0.310‑0.395)
0.431
(0.368‑0.483)
0.498
(0.417‑0.562)
3-day 0.067
(0.062‑0.074)
0.082
(0.075‑0.090)
0.104
(0.096‑0.114)
0.124
(0.113‑0.136)
0.153
(0.139‑0.168)
0.178
(0.160‑0.197)
0.207
(0.184‑0.229)
0.239
(0.210‑0.265)
0.289
(0.248‑0.322)
0.332
(0.280‑0.376)
4-day 0.053
(0.049‑0.058)
0.064
(0.059‑0.070)
0.081
(0.075‑0.089)
0.096
(0.088‑0.105)
0.118
(0.107‑0.129)
0.137
(0.123‑0.150)
0.158
(0.141‑0.174)
0.181
(0.159‑0.200)
0.217
(0.188‑0.242)
0.249
(0.212‑0.283)
7-day 0.034
(0.032‑0.037)
0.041
(0.038‑0.045)
0.052
(0.048‑0.056)
0.061
(0.056‑0.066)
0.074
(0.068‑0.080)
0.085
(0.078‑0.093)
0.097
(0.088‑0.106)
0.111
(0.099‑0.121)
0.130
(0.114‑0.143)
0.146
(0.126‑0.162)
10-day 0.027
(0.025‑0.029)
0.032
(0.030‑0.035)
0.040
(0.037‑0.043)
0.047
(0.043‑0.050)
0.056
(0.052‑0.061)
0.064
(0.058‑0.069)
0.072
(0.066‑0.079)
0.082
(0.073‑0.089)
0.095
(0.084‑0.105)
0.106
(0.093‑0.118)
20-day 0.018
(0.017‑0.019)
0.021
(0.020‑0.023)
0.026
(0.024‑0.028)
0.030
(0.028‑0.032)
0.036
(0.033‑0.038)
0.040
(0.037‑0.043)
0.045
(0.041‑0.049)
0.050
(0.046‑0.055)
0.058
(0.051‑0.063)
0.064
(0.056‑0.070)
30-day 0.015
(0.014‑0.016)
0.017
(0.016‑0.019)
0.021
(0.020‑0.022)
0.024
(0.022‑0.026)
0.028
(0.026‑0.030)
0.031
(0.029‑0.033)
0.034
(0.032‑0.037)
0.038
(0.035‑0.041)
0.043
(0.039‑0.046)
0.046
(0.042‑0.051)
45-day 0.012
(0.011‑0.013)
0.014
(0.014‑0.015)
0.017
(0.016‑0.018)
0.019
(0.018‑0.021)
0.022
(0.021‑0.024)
0.025
(0.023‑0.027)
0.027
(0.025‑0.029)
0.030
(0.028‑0.032)
0.033
(0.030‑0.036)
0.036
(0.033‑0.039)
60-day 0.011
(0.010‑0.012)
0.013
(0.012‑0.014)
0.015
(0.014‑0.016)
0.017
(0.016‑0.018)
0.020
(0.018‑0.021)
0.021
(0.020‑0.023)
0.023
(0.022‑0.025)
0.025
(0.023‑0.027)
0.028
(0.026‑0.030)
0.030
(0.027‑0.032)
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 (fora 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 notchecked 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.
Back to Top
PF graphical
3/6/25, 4:26 PM Precipitation Frequency Data Server
https://hdsc.nws.noaa.gov/pfds/pfds_printpage.html?lat=34.0647&lon=-77.8979&data=intensity&units=english&series=pds 1/4
National Flood Hazard Layer FIRMette
0 500 1,000 1,500 2,000250
Feet
Ü
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT
SPECIAL FLOODHAZARD AREAS
Without Base Flood Elevation (BFE)Zone A, V, A99With BFE or Depth Zone AE, AO, AH, VE, AR
Regulatory Floodway
0.2% Annual Chance Flood Hazard, Areasof 1% annual chance flood with averagedepth less than one foot or with drainageareas of less than one square mile Zone X
Future Conditions 1% Annual
Chance Flood Hazard Zone X
Area with Reduced Flood Risk due to
Levee. See Notes.Zone X
Area with Flood Risk due to LeveeZone D
NO SCREEN Area of Minimal Flood Hazard Zone X
Area of Undetermined Flood Hazard Zone D
Channel, Culvert, or Storm Sewer
Levee, Dike, or Floodwall
Cross Sections with 1% Annual Chance
17.5 Water Surface Elevation
Coastal Transect
Coastal Transect Baseline
Profile Baseline
Hydrographic Feature
Base Flood Elevation Line (BFE)
Effective LOMRs
Limit of Study
Jurisdiction Boundary
Digital Data Available
No Digital Data Available
Unmapped
This map complies with FEMA's standards for the use of
digital flood maps if it is not void as described below.The basemap shown complies with FEMA's basemapaccuracy standards
The flood hazard information is derived directly from theauthoritative NFHL web services provided by FEMA. This mapwas exported on 3/6/2025 at 7:12 PM and does notreflect changes or amendments subsequent to this date andtime. The NFHL and effective information may change orbecome superseded by new data over time.
This map image is void if the one or more of the following map
elements do not appear: basemap imagery, flood zone labels,
legend, scale bar, map creation date, community identifiers,
FIRM panel number, and FIRM effective date. Map images for
unmapped and unmodernized areas cannot be used for
regulatory purposes.
Legend
OTHER AREAS OF
FLOOD HAZARD
OTHER AREAS
GENERAL
STRUCTURES
OTHER
FEATURES
MAP PANELS
8
B 20.2
The pin displayed on the map is an approximatepoint selected by the user and does not representan authoritative property location.
1:6,000
77°54'11"W 34°4'8"N
77°53'34"W 34°3'38"N
Basemap Imagery Source: USGS National Map 2023
United States
Department of
Agriculture
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
New Hanover
County, North
Carolina
Sheetz - S Seabreeze Rd
Natural
Resources
Conservation
Service
March 6, 2025
6
Custom Soil Resource Report
Soil Map
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232500 232520 232540 232560 232580 232600 232620 232640 232660 232680 232700
232500 232520 232540 232560 232580 232600 232620 232640 232660 232680 232700
34° 3' 56'' N
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34° 3' 56'' N
77
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34° 3' 51'' N
77
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34° 3' 51'' N
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Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84
0 45 90 180 270
Feet
0 10 20 40 60
Meters
Map Scale: 1:948 if printed on A landscape (11" x 8.5") sheet.
Soil Map may not be valid at this scale.
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
Le Leon sand 0.4 19.2%
Ly Lynn Haven fine sand 1.6 75.3%
Wa Wakulla sand, 1 to 8 percent
slopes
0.1 5.5%
Totals for Area of Interest 2.2 100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on the maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into landforms or
landform segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
Custom Soil Resource Report
8
development of resource plans. If intensive use of small areas is planned, however,
onsite investigation is needed to define and locate the soils and miscellaneous
areas.
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness,
salinity, degree of erosion, and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil phases. Most of the areas
shown on the detailed soil maps are phases of soil series. The name of a soil phase
commonly indicates a feature that affects use or management. For example, Alpha
silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar
in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately. The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar. Alpha-Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion
of the soils or miscellaneous areas in a mapped area are not uniform. An area can
be made up of only one of the major soils or miscellaneous areas, or it can be made
up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.
Custom Soil Resource Report
9
Soil Information for All Uses
Soil Reports
The Soil Reports section includes various formatted tabular and narrative reports
(tables) containing data for each selected soil map unit and each component of
each unit. No aggregation of data has occurred as is done in reports in the Soil
Properties and Qualities and Suitabilities and Limitations sections.
The reports contain soil interpretive information as well as basic soil properties and
qualities. A description of each report (table) is included.
Water Features
This folder contains tabular reports that present soil hydrology information. The
reports (tables) include all selected map units and components for each map unit.
Water Features include ponding frequency, flooding frequency, and depth to water
table.
Hydrologic Soil Group and Surface Runoff
This table gives estimates of various soil water features. The estimates are used in
land use planning that involves engineering considerations.
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive precipitation
from long-duration storms.
The four hydrologic soil groups are:
Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly
wet. These consist mainly of deep, well drained to excessively drained sands or
gravelly sands. These soils have a high rate of water transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well drained
soils that have moderately fine texture to moderately coarse texture. These soils
have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
13
soils of moderately fine texture or fine texture. These soils have a slow rate of water
transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink-swell
potential, soils that have a high water table, soils that have a claypan or clay layer at
or near the surface, and soils that are shallow over nearly impervious material.
These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is
for drained areas and the second is for undrained areas.
Surface runoff refers to the loss of water from an area by flow over the land surface.
Surface runoff classes are based on slope, climate, and vegetative cover. The
concept indicates relative runoff for very specific conditions. It is assumed that the
surface of the soil is bare and that the retention of surface water resulting from
irregularities in the ground surface is minimal. The classes are negligible, very low,
low, medium, high, and very high.
Report—Hydrologic Soil Group and Surface Runoff
Absence of an entry indicates that the data were not estimated. The dash indicates
no documented presence.
Hydrologic Soil Group and Surface Runoff–New Hanover County, North Carolina
Map symbol and soil name Pct. of map unit Surface Runoff Hydrologic Soil Group
Le—Leon sand
Leon 80 Very low A/D
Ly—Lynn Haven fine sand
Lynn haven, undrained 85 Very low A/D
Wa—Wakulla sand, 1 to 8 percent slopes
Wakulla 85 Low A
Custom Soil Resource Report
14
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1
QUADRANGLE LOCATION
CAROLINA BEACH QUADRANGLENORTH CAROLINA7.5-MINUTE SERIES
U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY
×
Ø GN
MN
1°39´29 MILS
9°22´167 MILS
UTM GRID AND 2019 MAGNETIC NORTHDECLINATION AT CENTER OF SHEET
QT TC
78°W
Grid Zone Designation17S18S
78°W
U.S. National Grid100,000 - m Square ID
1 Winnabow
2 Wilmington3 Wrightsville Beach4 Funston5 Carolina Beach OE E6 Southport7 Kure Beach
ADJOINING QUADRANGLES
Imagery.....................................................NAIP, September 2020 - September 2020Roads......................................... U.S. Census Bureau, 2016Names............................................................................GNIS, 1980 - 2022Hydrography...............................National Hydrography Dataset, 2007 - 2018Contours............................................National Elevation Dataset, 2008Boundaries..............Multiple sources; see metadata file 2019 - 2021
Wetlands.................FWS National Wetlands Inventory Not Available
North American Datum of 1983 (NAD83)World Geodetic System of 1984 (WGS84). Projection and1 000-meter grid:Universal Transverse Mercator, Zone 17S\18S
Produced by the United States Geological Survey
This map is not a legal document. Boundaries may begeneralized for this map scale. Private lands within governmentreservations may not be shown. Obtain permission beforeentering private lands.
This map was produced to conform with the National Geospatial Program US Topo Product Standard.
CONTOUR INTERVAL 5 FEETNORTH AMERICAN VERTICAL DATUM OF 1988
SCALE 1:24 000
1000 500 0 METERS 1000 2000
21KILOMETERS00.51
1 0.5 0
MILES
1
1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000
FEET
CAROLINA BEACH, NC
2022
Expressway Local Connector
ROAD CLASSIFICATION
Ramp 4WDSecondary Hwy Local Road
Interstate Route State RouteUS RouteWX./
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EXISTING IMPERVIOUS (0.001 AC)
MANAGED PERVIOUS AREA (0.355 AC)
ANALYSIS POINT 3
DRAINAGE TO MASTER DEVELOPMENT STORM SYSTEM (0.395 AC)
PROPOSED IMPERVIOUS (0.162 AC)
EXISTING IMPERVIOUS (0.036 AC)
MANAGED PERVIOUS AREA (0.197 AC)
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ AND AQUA STANDARDS, SPECIFICATIONS, AND DETAILS
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
03/18/2025
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332
P. BARBEAU
03/18/2025
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64250.005
PARCEL LIMIT:
72,000 SF (1.65 AC) ON-SITE IMPERVIOUS MAX
PROPOSED IMPERVIOUS:
70,105.22 (1.61 AC) PROPOSED ON-SITE IMPERVIOUS
w/ 1,894.78 SF (0.04 AC) FUTURE ON-SITE IMPERVIOUS
15
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0.12 AC
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ AND AQUA STANDARDS, SPECIFICATIONS, AND DETAILS
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
03/18/2025
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P. BARBEAU
03/18/2025
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64250.005
803 S Seabreeze Rd
Wilmington, NC
Project Number: 64250.005
3 | www.timmons.com
Stormwater Runoff Analysis
Composite Runoff Coefficient Calculations
Hydraflow Storm Sewers – Q10 HGL Calculations
Flume Design Calculations
Sheetz - S Seabreeze Rd
Runoff Coefficients Table
10-Mar-25
Jeff Yokley
10-Year Storm
Subarea: Composite C: Total Area (SF) Land Use: C: Area (SF)
100CB 0.95 37 Impervious (D)0.95 37
0.00 Open Space / Lawn (D)0.35 0
Subarea: Composite C: Total Area (SF) Land Use: C: Area (SF)
200CB 0.92 7783 Impervious (D)0.95 7432
0.18 Open Space / Lawn (D)0.35 351
Subarea: Composite C: Total Area (SF) Land Use: C: Area (SF)
210CB 0.93 5078 Impervious (D)0.95 4914
0.12 Open Space / Lawn (D)0.35 164
Subarea: Composite C: Total Area (SF) Land Use: C: Area (SF)
220CB 0.95 5254 Impervious (D)0.95 5254
0.12 Open Space / Lawn (D)0.35 0
Subarea: Composite C: Total Area (SF) Land Use: C: Area (SF)
230CB 0.94 14849 Impervious (D)0.95 14536
0.34 Open Space / Lawn (D)0.35 313
Subarea: Composite C: Total Area (SF) Land Use: C: Area (SF)
110CB 0.82 5257 Impervious (D)0.95 4086
0.12 Open Space / Lawn (D)0.35 1171
Subarea: Composite C: Total Area (SF) Land Use: C: Area (SF)
300CB 0.95 22557 Impervious (D)0.95 22557
0.52 Open Space / Lawn (D)0.35 0
Subarea: Composite C: Total Area (SF) Land Use: C: Area (SF)
310CB 0.79 3738 Impervious (D)0.95 2735
0.09 Open Space / Lawn (D)0.35 1003
TIMMONS GROUP
Weir Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Tuesday, Mar 18 2025
36in Flume
Rectangular Weir
Crest = Broad
Bottom Length (ft) = 3.00
Total Depth (ft) = 0.50
Calculations
Weir Coeff. Cw = 2.60
Compute by: Q vs Depth
No. Increments = 10
Highlighted
Depth (ft) = 0.25
Q (cfs) = 0.975
Area (sqft) = 0.75
Velocity (ft/s) = 1.30
Top Width (ft) = 3.00
0 .5 1 1.5 2 2.5 3 3.5 4
Depth (ft) Depth (ft)36in Flume
-0.50 -0.50
0.00 0.00
0.50 0.50
1.00 1.00
Length (ft)Weir W.S.
Hydraflow Express - 36in Flume - 03/18/25 1
Depth Q Area
(ft)(cfs)(sqft)
0.05 0.087 0.15
0.10 0.247 0.30
0.15 0.453 0.45
0.20 0.698 0.60
0.25 0.975 0.75
0.30 1.282 0.90
0.35 1.615 1.05
0.40 1.973 1.20
0.45 2.355 1.35
0.50 2.758 1.50
Weir Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Tuesday, Mar 18 2025
48in Flume
Rectangular Weir
Crest = Broad
Bottom Length (ft) = 4.00
Total Depth (ft) = 0.50
Calculations
Weir Coeff. Cw = 2.60
Compute by: Q vs Depth
No. Increments = 10
Highlighted
Depth (ft) = 0.15
Q (cfs) = 0.604
Area (sqft) = 0.60
Velocity (ft/s) = 1.01
Top Width (ft) = 4.00
0 .5 1 1.5 2 2.5 3 3.5 4 4.5 5
Depth (ft) Depth (ft)48in Flume
-0.50 -0.50
0.00 0.00
0.50 0.50
1.00 1.00
Length (ft)Weir W.S.
Hydraflow Express - 48in Flume - 03/18/25 1
Depth Q Area
(ft)(cfs)(sqft)
0.05 0.116 0.20
0.10 0.329 0.40
0.15 0.604 0.60
0.20 0.930 0.80
0.25 1.300 1.00
0.30 1.709 1.20
0.35 2.153 1.40
0.40 2.631 1.60
0.45 3.139 1.80
0.50 3.677 2.00