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3_Sheetz - S Seabreeze Road - Erosion Report - 2025.03.18_v1
SEDIMENT & EROSION CONTROL REPORT 803 S SEABREEZE RD WILMINGTON, NC MARCH 18TH 2025 PREPARED BY: Timmons Group, NC License No. 023728 Patrick Barbeau, PE 5410 Trinity Road, Suite 102 Raleigh, North Carolina 27607 www.timmons.com 9650 Brier Creek Parkway Raleigh, NC Project Number: 41054 Index Sediment & Erosion Control Narrative ............................................................................................................... 1 Existing Conditions Description ...................................................................................................................... 1 Proposed Site Improvements ......................................................................................................................... 1 Erosion Control Summary .............................................................................................................................. 1 NPDES/NCG01 Plan...................................................................................................................................... 1 Erosion Control Maintenance Plan ................................................................................................................. 2 Conclusion ..................................................................................................................................................... 2 Maps ................................................................................................................................................................. 3 NOAA Rainfall Data ....................................................................................................................................... 3 USGS Map ..................................................................................................................................................... 3 FEMA FIRM Maps .......................................................................................... Error! Bookmark not defined. NRCS Soil Survey Map .................................................................................................................................. 3 9650 Brier Creek Parkway Raleigh, NC Project Number: 41054 1 | www.timmons.com Sediment & Erosion Control Narrative Existing Conditions Description 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. FIRM Panel 3720313100K indicates the site lies within the “0.2 PCT Annual Chance Flood Hazard, Zone X. River Basin: White Oak Classification: SA;HQW Stream: Myrtle Sound Shellfishing Area Stream Index: 18-87-31 Total Project Site Acreage: 2.27 acres Total Disturbed Acreage: 2.3 acres Latitude & Longitude: 35°54'11.4"N 78°48'10.3"W Proposed Site Improvements The project proposes to build a new 1-story, 3,999 S.F. building, parking, and associated utilities. The proposed development will increase the onsite impervious cover from 1.29 acres to 1.94 acres (66% of the project site). Impervious runoff will be conveyed through a storm drainage system and treated by an underwater stormwater control measure. Erosion Control Summary A sediment basin will not be required since major grading has been completed by the LL prior to Sheetz accepting the Pad Ready Site. Silt fence, silt fence outlets and wattles will be placed in key areas to prevent localized sediment runoff at the bottom of slopes and through driveway stubs. Inlet protection has been added to all inlets that may be affected by sediment runoff to keep sediment from entering existing and proposed stormwater pipes. NPDES/NCG01 Plan All construction activities shall comply with NCG01 permit guidelines on ground stabilization and materials handling. 9650 Brier Creek Parkway Raleigh, NC Project Number: 41054 2 | www.timmons.com Erosion Control Maintenance Plan A. All erosion and sediment control practices will be checked for stability and operation following every runoff-producing rainfall, but in no case less than once every week. Any needed repairs will be made immediately to maintain all practices as designed. B. Sediment will be removed from the erosion control devices when storage capacity has been approximately 50 percent filled. C. All seeded areas will be fertilized, reseeded as necessary, and mulched according to specifications to maintain a vigorous, dense vegetative cover. D. Also refer to maintenance requirements listed for each device on plans. Conclusion Erosion control measures for this site have been designed in accordance with New Hanover County requirements. 9650 Brier Creek Parkway Raleigh, NC Project Number: 41054 3 | www.timmons.com Maps NOAA Rainfall Data FEMA FIRM Map NRCS Soil Survey Map USGS 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 37 7 3 0 9 0 37 7 3 1 1 0 37 7 3 1 3 0 37 7 3 1 5 0 37 7 3 1 7 0 37 7 3 1 9 0 37 7 3 2 1 0 37 7 3 0 9 0 37 7 3 1 1 0 37 7 3 1 3 0 37 7 3 1 5 0 37 7 3 1 7 0 37 7 3 1 9 0 37 7 3 2 1 0 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 77 ° 5 3 ' 5 4 ' ' W 34° 3' 56'' N 77 ° 5 3 ' 4 6 ' ' W 34° 3' 51'' N 77 ° 5 3 ' 5 4 ' ' W 34° 3' 51'' N 77 ° 5 3 ' 4 6 ' ' W N 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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DR CA R O L I N A B E A C H R D FO R T F I S H E R B L V D N N L A K E P A R K BLVD S L A K E P A R K B L V D R I V E R R D S E RIVER RD S E K E N D A L L C H A P E L R D PILOTS RIDGE RD COUNTRYPLACERD MASONBOROPARKRD OLD D O W R D ORTONRD SE S 4 T H S T S 6 T H S T S 7 T H S T ANGELISL A N D R D MACKERELLN LENOIR D R TENNESSEE A V E ALABAMA A V E TEXASAVE GLENARTHUR DR N8THST SANTAANA D R ONTARIORD WELBORNRD SETTLERSLN LAKEVIEW D R LAKEDR N 5 T H A V E OCEAN BLVD TARPON DR CHAPEL TRLSE ST J O S E P H S T SEDGLE Y D R HAMLET AV E RADNOR RD GOLDEN RD HILL VALLEY WALK BURNETT RD LEWIS DR W T E L F A I R C I R DELTS LN S E B RD SALIENT PT MCQUILLAN DR M O T S P A C C E S S R D CRD SHIPW ATC H D R YUCCALN SUGARPIN E D R ROYALFERNRD P A L M E R W AY R IVEROAKSDR VIRGINIAAVE PORCHES D R CROAKERLN VALLEYBROOK RD BEAURIVAG E D R GREENVILL E A V E BIRMINGHA M A V E B O N F I REWAY SAIN T P H I LLIPSRDSE HURON D R RI V E R R D RIV E R R D SW O R D F I S H L N SPO T L N T H E C A P E BLV D HALYBUR T O N M E M O RIALPKWY SOUNDSIDE DR FAYETTEVIL L E A V E ¬«133 CH IM NEY LN EGRET POINT RD SEAVIEW RD E SAND BAR LN TIDALWALK DR AMBLESIDE DR WILLIAMS RD MIDDLE OA KS D R PATALANDARD EBBDR WISH I N G W E L L L N LYDDENRD CA R O L I N A B E A C H R D WI LL O W G LENDR SENTRYOAKSDR GROVEPOINTRD MYRTLEGROVERD CHATTOOGA PL CATHAY RD DEERHILLDR PASSAGEGATEWAY RIVER R D AVEK RIVE R R D S E INLET ACRES DR BON AIRE RD D A W S C R E E K R D SE A RD CATAMARANDR BOZEMAN R D SAINT VINCENT DR DORA'S W A Y S E C H A M P L A I N D R FUNSTON RD S E DOW R D S DO W R D S S 8 T H S T S 5 T H S T SEAFARERDR TRAP W AY BURBANK R D P R E S I D I O D R WATAUGARD HAILSHAMDR COL Q U I T T D R CAROLINA SANDS DR HILLSIDE DR B R I D G E BARRIER RD N4THAVE CAPE FEAR B L V D DOWRDN OKEECHOBEE RD RIVAGE PROMENADE MYRT L E G R O V E R D WINDGATE DR ATLANTA AV E SPARTANBU R G A V E S SEABREE Z E R D P E N IN S UL A D R HARP E R A V E CAR O L I N A B E A C H A V E N SPEN C E R -F A R L OW DR HEATHCLIFF RD N SEABRE E Z E R D GAZ E B O C T MYRTLLE LANDINGPL LEHIGH RD INLET POINT DR F L O R I D A A V E ROSCOE FREEMAN AVE BO W F I N L N PIN F I S H L N GOLDSBORO AVE COLUMBIA A V E RALEIGH AV E SUMTER AV E CLARENDON B L V D FAULKENBERRY RD CHARLOTT E A V E LTCONGLETONRD PLANTATIONRDSE CA N A L D R RI V E R R D L IP S C O M B DR CYPRESSISLANDDR ¬«133 ¬«133 ¬«133 £¤421 £¤421 £¤421 £¤421 MILITARY OCEANTML SUNNY POINTMILITARY OCEANTMLSUNNY POINT MOTSP B R U N S W I C K C O BRU N S W I C K C O N E W H A N O V E R C O BR U N S W I C K C O NEW H A N O V E R C O NE W H A N O V E R C O IntracoastalWaterway Keg IslandRange MyrtleGroveSound Snows Cut CarolinaBeachInlet Lower MidnightChannel Range Lower MidnightChannel Range Upper MidnightChannel Range Big Bay LowerLiliputRange McKinzieCr Allen C r e e k Tel f a i r s C r Tom B r S a nd HillCr GovernorsCr LiliputCr OrtonCr To m B r a n c h A ll e n C r e e k Blue Pond Mc KinziePond Evere t t C r Lord s C r Carolina Lake CapeFearRiver Orton Pond ATLANTIC OCEAN CapeFearRiver Sampson Pond C a p e F e a r R i v e r D e w s C r Drew Cem Freeman Cem FederalPoint Cem MYRTLEGROVE Keg Island WILMINGTON KendallChapel CampbellIsland WilmingtonBeach Sea Breeze PleasureIsland Kure Beach CAROLINABEACH ReavesPoint Reaves Point Doctor Point OrtonPoint 68 69 70 71 72 73 74 75 76 77 78 79 67 3780000mN 67 68 69 70 71 72 73 74 75 76 77 78 3766000mN 79 24 25 26 27 28 29 30 31 32 3323 234000mE 25 26 27 28 29 30 31 32 33224000mE 34 34.0000° 34.1250° -78.0000°-77.8750°34.1250° 34.0000°-77.8750°-78.0000° NS N . NG A R E F N O . *7 6 4 3 0 1 6 3 7 8 5 9 0 * U S G S X 2 4 K 7 3 4 6 7 6 4 3 0 1 6 3 7 8 5 9 0 NORTHCAROLINA 5 32 4 76 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./