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Layer: Base Data (0)

Sub Layers:
• Address Points
• Streets (Major Only)
• Streets
• Parcels **Assessor Maintained**
• Misc Parcel Features
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Layer: Address Points (1)

Name: Address Points

Display Field: ST_NAME

Type: Feature Layer

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• POSTAL_STATE ( type: esriFieldTypeString, alias: Postal State, length: 2 )
• POSTAL_CODE ( type: esriFieldTypeSmallInteger, alias: Postal Code )
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• WHOLE_ADDRESS ( type: esriFieldTypeString, alias: Whole Address, length: 200 )
• Shape ( type: esriFieldTypeGeometry, alias: SHAPE )

Layer: Streets (Major Only) (2)

Name: Streets (Major Only)

Display Field: ST_NAME

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• SPEED ( type: esriFieldTypeSmallInteger, alias: Speed , Coded Values: [-1: NO TRAVEL] , [5: 5 MPH] , [10: 10 MPH] , ...12 more... )
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• COUNTRY_L ( type: esriFieldTypeString, alias: Country L, length: 2 )
• COUNTRY_R ( type: esriFieldTypeString, alias: Country R, length: 2 )
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Layer: Streets (3)

Name: Streets

Display Field: ST_NAME

Type: Feature Layer

Geometry Type: esriGeometryPolyline

Description:

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Copyright Text:

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Supported Query Formats: JSON, geoJSON, PBF

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Supports Statistics: true

Has Labels: true

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Supports Datum Transformation: true

Extent:
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YMin: 247324.41765092313
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Spatial Reference: 2273  (2273)



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• SHAPE ( type: esriFieldTypeGeometry, alias: SHAPE )

Layer: Parcels **Assessor Maintained** (4)

Name: Parcels **Assessor Maintained**

Display Field: FEATURES.SDE.P_POLY_PARCEL.PID

Type: Feature Layer

Geometry Type: esriGeometryPolygon

Description: 4/1/2021

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Copyright Text:

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• FEATURES.SDE.CAMA.DOC_DATE ( type: esriFieldTypeDate, alias: DOC_DATE, length: 8 )

Layer: Misc Parcel Features (5)

Name: Misc Parcel Features

Display Field: CREATED_USER

Type: Feature Layer

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Description:

Service Item Id: 4079904ad8e64837b8f7c8baa3a0b32f

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Fields:
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Layer: Building Footprints (6)

Sub Layers:
• 2019 Building Outlines
• 1992 Footprints
Name: Building Footprints

Display Field:

Type: Group Layer

Geometry Type: null

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Copyright Text:

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Supports Query With ResultType: false
Supports Returning Geometry Centroid: false


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Fields: None

Layer: 2019 Building Outlines (7)

Parent Layer: Building Footprints

Name: 2019 Building Outlines

Display Field: PID

Type: Feature Layer

Geometry Type: esriGeometryPolygon

Description: This layer is a polygon layer containing the building outlines based on the 2019 imagery. This is a two-dimensional digital respresentation of the shape of the structure. Structures include - Residential, commercial, and industrial buildings, porches and decks that have a roof, mobile homes, greenhouses, garages, and other features with a roof. The layer does not include docks, cell towers, temporary tents, etcOutlines based on 187,425 parcels (number at contract time). Outlines created October - November 2019

Service Item Id: 4079904ad8e64837b8f7c8baa3a0b32f

Copyright Text: EagleView, Charleston County GIS

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MaxRecordCount: 1000

Supported Query Formats: JSON, geoJSON, PBF

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Use Standardized Queries: true

Supports Datum Transformation: true

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Spatial Reference: 2273  (2273)



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Description: South Carolina Code of Laws §48-39-280, as amended, requires the Department of Health and Environmental Control’s Office of Ocean and Coastal Resource Management (OCRM or Department) to establish and periodically review the position of the two lines of beachfront jurisdiction (the baseline and the setback line) once every seven to ten years.The baseline is the more seaward of the two jurisdictional lines. The setback line is the landward line of beachfront jurisdiction.As part of the process of delineating these jurisdictional lines, the Department utilizes beach dune monitoring data, recent dune field topographic data, such as Light Detection and Ranging (LIDAR), elevation measurements collected with a survey-grade GPS unit, vegetation measurements collected with a mapping-grade GPS unit, current and historical aerial photographs dating back at least 40 years that show the shoreline location, and previous shoreline change analysis data or reports.To establish the baseline position, the shoreline must first be classified as an inlet zone or a standard zone. Areas that are close to inlets with non-parallel offshore bathymetric contours and non-parallel historical shoreline positions are classified as inlet zones, while all other areas are classified as standard zones. Inlet zone classifications are further refined as either unstabilized, or stabilized by jetties, groins, or seawalls. In stabilized inlet zones and standard zones, the baseline is located at the crest of the primary oceanfront sand dune using beach survey data or dune field topographic data such as LIDAR. The primary oceanfront sand dune is defined as a dune with a minimum height of 3 feet, as measured vertically from the crest to the toe of the dune. This dune must also form a continuous line for 500 shore parallel feet. If the shoreline has been altered naturally or artificially by the construction of erosion control devices, groins, or other man-made alterations, the baseline must be established where the crest of the primary oceanfront sand dune would be located if the shoreline had not been altered.To calculate a dune crest position at an armored location, the volume of sand on the beach seaward of the erosion control structure is determined from survey data and then compared to the volume of sand from a nearby unarmored reference profile that displays a representative sand dune. The reference profile is overlaid on the armored profile in such a way that the measured sand volumes match, and then the dune crest position can be transferred from the reference profile to the armored profile. This calculated dune crest position then becomes the baseline.In unstabilized inlet zones, the baseline is established at the most landward shoreline position at any time during the past 40 years, unless the best available scientific and historical data of the inlet and adjacent beaches indicate that the shoreline is unlikely to return to its former position. This baseline position is established by analyzing shorelines created from historical aerial photographs or shoreline data collected in the field, and identifying the most landward shoreline position.Process for Establishing the Setback Line PositionThe setback line position is dependent on the baseline position and the average annual shoreline change rate, also known as the average long-term erosion rate. The shoreline change rate is calculated using available historical shoreline data and GIS software. The setback line is established landward of the baseline a distance which is 40 times the average annual shoreline change rate or not less than 20 feet.During this line review, the shoreline change rate calculation was performed using AMBUR (Analyzing Moving Boundaries using R), a tool available through the R-forge statistical environment. Shoreline change analysis was performed every 200 feet. Once the shoreline change rates were calculated, they were analyzed and grouped using the ESRI ArcGIS spatial statistics tool called ‘Grouping’. The values within each group were averaged to obtain an annual shoreline change rate. This rate was multiplied by 40 to generate the setback distance from the baseline.

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Description: South Carolina Code of Laws §48-39-280, as amended, requires the Department of Health and Environmental Control’s Office of Ocean and Coastal Resource Management (OCRM or Department) to establish and periodically review the position of the two lines of beachfront jurisdiction (the baseline and the setback line) once every seven to ten years.The baseline is the more seaward of the two jurisdictional lines. The setback line is the landward line of beachfront jurisdiction.As part of the process of delineating these jurisdictional lines, the Department utilizes beach dune monitoring data, recent dune field topographic data, such as Light Detection and Ranging (LIDAR), elevation measurements collected with a survey-grade GPS unit, vegetation measurements collected with a mapping-grade GPS unit, current and historical aerial photographs dating back at least 40 years that show the shoreline location, and previous shoreline change analysis data or reports.To establish the baseline position, the shoreline must first be classified as an inlet zone or a standard zone. Areas that are close to inlets with non-parallel offshore bathymetric contours and non-parallel historical shoreline positions are classified as inlet zones, while all other areas are classified as standard zones. Inlet zone classifications are further refined as either unstabilized, or stabilized by jetties, groins, or seawalls. In stabilized inlet zones and standard zones, the baseline is located at the crest of the primary oceanfront sand dune using beach survey data or dune field topographic data such as LIDAR. The primary oceanfront sand dune is defined as a dune with a minimum height of 3 feet, as measured vertically from the crest to the toe of the dune. This dune must also form a continuous line for 500 shore parallel feet. If the shoreline has been altered naturally or artificially by the construction of erosion control devices, groins, or other man-made alterations, the baseline must be established where the crest of the primary oceanfront sand dune would be located if the shoreline had not been altered.To calculate a dune crest position at an armored location, the volume of sand on the beach seaward of the erosion control structure is determined from survey data and then compared to the volume of sand from a nearby unarmored reference profile that displays a representative sand dune. The reference profile is overlaid on the armored profile in such a way that the measured sand volumes match, and then the dune crest position can be transferred from the reference profile to the armored profile. This calculated dune crest position then becomes the baseline.In unstabilized inlet zones, the baseline is established at the most landward shoreline position at any time during the past 40 years, unless the best available scientific and historical data of the inlet and adjacent beaches indicate that the shoreline is unlikely to return to its former position. This baseline position is established by analyzing shorelines created from historical aerial photographs or shoreline data collected in the field, and identifying the most landward shoreline position.Process for Establishing the Setback Line PositionThe setback line position is dependent on the baseline position and the average annual shoreline change rate, also known as the average long-term erosion rate. The shoreline change rate is calculated using available historical shoreline data and GIS software. The setback line is established landward of the baseline a distance which is 40 times the average annual shoreline change rate or not less than 20 feet.During this line review, the shoreline change rate calculation was performed using AMBUR (Analyzing Moving Boundaries using R), a tool available through the R-forge statistical environment. Shoreline change analysis was performed every 200 feet. Once the shoreline change rates were calculated, they were analyzed and grouped using the ESRI ArcGIS spatial statistics tool called ‘Grouping’. The values within each group were averaged to obtain an annual shoreline change rate. This rate was multiplied by 40 to generate the setback distance from the baseline.

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Description: <DIV STYLE="text-align:Left;"><DIV><DIV><P><SPAN><SPAN>South Carolina Code of Laws §48-39-280, as amended, requires the Department of Health and Environmental Control’s Office of Ocean and Coastal Resource Management (OCRM or Department) to establish and periodically review the position of the two lines of beachfront jurisdiction (the baseline and the setback line) once every seven to ten years.</SPAN></SPAN></P><P><SPAN><SPAN>The baseline is the more seaward of the two jurisdictional lines. The setback line is the landward line of beachfront jurisdiction.</SPAN></SPAN></P><P><SPAN><SPAN>As part of the process of delineating these jurisdictional lines, the Department utilizes beach dune monitoring data, recent dune field topographic data, such as Light Detection and Ranging (LIDAR), elevation measurements collected with a survey-grade GPS unit, vegetation measurements collected with a mapping-grade GPS unit, current and historical aerial photographs dating back at least 40 years that show the shoreline location, and previous shoreline change analysis data or reports.</SPAN></SPAN></P><P><SPAN><SPAN>To establish the baseline position, the shoreline must first be classified as an inlet zone or a standard zone. Areas that are close to inlets with non-parallel offshore bathymetric contours and non-parallel historical shoreline positions are classified as inlet zones, while all other areas are classified as standard zones. Inlet zone classifications are further refined as either unstabilized, or stabilized by jetties, groins, or seawalls. </SPAN></SPAN></P><P><SPAN><SPAN>In stabilized inlet zones and standard zones, the baseline is located at the crest of the primary oceanfront sand dune using beach survey data or dune field topographic data such as LIDAR. The primary oceanfront sand dune is defined as a dune with a minimum height of 3 feet, as measured vertically from the crest to the toe of the dune. This dune must also form a continuous line for 500 shore parallel feet. If the shoreline has been altered naturally or artificially by the construction of erosion control devices, groins, or other man-made alterations, the baseline must be established where the crest of the primary oceanfront sand dune would be located if the shoreline had not been altered.</SPAN></SPAN></P><P><SPAN><SPAN>To calculate a dune crest position at an armored location, the volume of sand on the beach seaward of the erosion control structure is determined from survey data and then compared to the volume of sand from a nearby unarmored reference profile that displays a representative sand dune. The reference profile is overlaid on the armored profile in such a way that the measured sand volumes match, and then the dune crest position can be transferred from the reference profile to the armored profile. This calculated dune crest position then becomes the baseline.</SPAN></SPAN></P><P><SPAN><SPAN>In unstabilized inlet zones, the baseline is established at the most landward shoreline position at any time during the past 40 years, unless the best available scientific and historical data of the inlet and adjacent beaches indicate that the shoreline is unlikely to return to its former position. This baseline position is established by analyzing shorelines created from historical aerial photographs or shoreline data collected in the field, and identifying the most landward shoreline position.</SPAN></SPAN></P><P><SPAN STYLE="font-weight:bold;">Process for Establishing the Setback Line Position</SPAN></P><P><SPAN><SPAN>The setback line position is dependent on the baseline position and the average annual shoreline change rate, also known as the average long-term erosion rate. The shoreline change rate is calculated using available historical shoreline data and GIS software. The setback line is established landward of the baseline a distance which is 40 times the average annual shoreline change rate or not less than 20 feet.</SPAN></SPAN></P><P><SPAN><SPAN>During this line review, the shoreline change rate calculation was performed using AMBUR (Analyzing Moving Boundaries using R), a tool available through the R-forge statistical environment. Shoreline change analysis was performed every 200 feet. Once the shoreline change rates were calculated, they were analyzed and grouped using the ESRI ArcGIS spatial statistics tool called ‘Grouping’. The values within each group were averaged to obtain an annual shoreline change rate. This rate was multiplied by 40 to generate the setback distance from the baseline.</SPAN></SPAN></P><P><SPAN /><SPAN /></P><P><SPAN /><SPAN /></P><P><SPAN /></P></DIV></DIV></DIV>

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