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Public_Structures_2009_Clip
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en
The Massachusetts Coastal Infrastructure Inventory and Assessment data was developed for Massachusetts Department of Conservation and Recreation (DCR) by Bourne Consulting Engineering. The data is in ESRI personal geodatabase format and includes coastal structures along the coast of Massachusetts represented by line features with attributes containing details of their condition. The attributes include location, photos and historical permits and drawings.See http://www.mass.gov/eea/agencies/czm/program-areas/stormsmart-coasts/seawall-inventory/ for further information.
DCR seeks to identify the capacity of Massachusetts coastal structures to resist major coastal storms and prevent storm damage. Towards this end, the agency initiated a program to perform an inventory and general condition assessment of Commonwealth owned and/or maintained coatal structures. See http://www.mass.gov/eea/agencies/czm/program-areas/stormsmart-coasts/seawall-inventory/ for further information.
This data was developed for Massachusetts Department of Conservation and Recreation by Bourne Consulting Engineering
10102009
Coastal Infrastructure Inventory and Assessment Project Massachusetts Department of Conservation and Recreation Office Of Waterways
phase2_all_structures
vector digital data
http://www.mass.gov/mgis/laylist.htm
ground condition
2007
Annually
-71.225896
-69.917505
42.844787
41.271560
222965.351500
329380.209100
781333.719500
954945.475000
EARTH SCIENCE > OCEANS COASTAL PROCESSES > SHORELINES
EARTH SCIENCE > OCEANS COASTAL PROCESSES > SHORELINE DISPLACEMENT
EARTH SCIENCE > HUMAN DIMENSIONS > HUMAN SETTLEMENTS > COASTAL AREAS
EARTH SCIENCE > OCEANS COASTAL PROCESSES > EROSION
EARTH SCIENCE SERVICES > DATA ANALYSIS AND VISUALIZATION > GEOGRAPHIC INFORMATION SYSTEMS
EARTH SCIENCE > HUMAN DIMENSIONS > INFRASTRUCTURE
EARTH SCIENCE > LAND SURFACE > GEOMORPHOLOGY > COASTAL LANDFORMS/PROCESSES
Shoreline Protection
Revetment
Groin
Shoreline Structures Assessment
Jetty
Bulkhead
Seawall
Massachusetts Shoreline Structures
Breakwater
South Shore Coastal Hazard
Coastal Infrastructure Inventory
Coastal Zone Management
structure, 017
ocean, 014
None
Data are to be used only for general planning purposes and are not suitable for project design
Shapefile
Department of Conservation and Recreation
mailing and physical address
251 Causeway St
Boston
MA
02114
Suite 700
Nathanael Lloyd
Massachusetts Department of Conservation and Recreation
GIS Director
617-626-1381
Nathanael.Lloyd@state.ma.us
617-626-1349
en
FGDC Content Standards for Digital Geospatial Metadata
FGDC-STD-001-1998
local time
mailing and physical address
Boston
MA
02114
Department of Conservation and Recreation
251 Causeway St
Suite 700
617-626-1381
Nathanael Lloyd
Massachusetts Department of Conservation and Recreation
GIS Director
617-626-1349
Nathanael.Lloyd@state.ma.us
20110218
Downloadable Data
MASSGIS
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GCS_North_American_1983
NAD_1983_StatePlane_Massachusetts_Mainland_FIPS_2001
coordinate pair
meters
0.000000
0.000000
North American Datum of 1983
Geodetic Reference System 80
6378137.000000
298.257222
Explicit elevation coordinate included with horizontal coordinates
0.000100
Public_Structures_2009_Clip
Feature Class
0
Mapping and assessing the condition of publicly owned and/or maintained coastal structures.
CZM
OBJECTID
OBJECTID
OID
4
0
0
Internal feature number.
Esri
Sequential unique whole numbers that are automatically generated.
SHAPE
Shape
Geometry
0
0
0
Feature geometry.
ESRI
Coordinates defining the features.
STR_ID
Structure number
String
50
0
0
A unique structure number that was given to each coastal structure. The number was based on an existing numbering systems that include the State Department of Environmental Protection community number followed by the local community assessor's parcel numbering system. The last three digits of the number represents a number assigned to each structure based on denominations of 100, starting at 100 for each structure to allow for multiple structures with the same community, map, block and parcel numbers. Where structures extend over several parcels, the structure is referenced to a parcel that is approximately in the center of the structure. Where Town assessor's references include letters, those are also included within the structure number. Some communities have block numbering within their numbering system and these are included. Communities without block numbering still have the block numbering included but these are illustrated as all zeros for that specific segment. Structures that are on Town property, which would otherwise not have a parcel number, are referenced to a parcel that is in the immediate vicinity of the coastal structure.
Bourne Consulting Engineering
Description of features.
ID
ID
Integer
4
0
0
Unknown
Bourne Consulting Engineering
Unknown.
Town
Town
String
50
Town name
0
0
Bourne Consulting Engineering
Description of features.
StructureI
StructureI
String
50
0
0
Appears to be redundant to STRUCT_ID.
Bourne Consulting Engineering
Unknown.
CommunityN
Community Number
String
10
0
0
A community number previously developed for each community in Massachusetts by the Department of Environmental Protection for the Wetlands Protection Act.
Bourne Consulting Engineering
Description of features.
MapNo
Map Number
String
10
Map number from local community assessor's parcel numbering system.
0
0
Bourne Consulting Engineering
Description of features.
BlockNo
Block Number
String
10
Block number from local community assessor's parcel numbering system. Communities without block numbering have the block numbering illustrated as all zeros for that specific segment.
Description of features.
0
0
Bourne Consulting Engineering
ParcelNo
Parcel Number
String
10
Parcel number from local community assessor's parcel numbering system
0
0
Bourne Consulting Engineering
Description of features.
StructureN
Structure Number
String
10
0
0
A unique structure number that was given to each coastal structure. The number was based on an existing numbering systems that include the State Department of Environmental Protection community number followed by the local community assessor's parcel numbering system. The last three digits of the number represents a number assigned to each structure based on denominations of 100, starting at 100 for each structure to allow for multiple structures with the same community, map, block and parcel numbers. Where structures extend over several parcels, the structure is referenced to a parcel that is approximately in the center of the structure. Where Town assessor's references include letters, those are also included within the structure number. Some communities have block numbering within their numbering system and these are included. Communities without block numbering still have the block numbering included but these are illustrated as all zeros for that specific segment. Structures that are on Town property, which would otherwise not have a parcel number, are referenced to a parcel that is in the immediate vicinity of the coastal structure.
Bourne Consulting Engineering
Description of features.
PropertyOw
Property Owner Code
String
50
0
0
Code representing Property Owner type (Attribute: Property_1).
Bourne Consulting Engineering
2
Local
Bourne Consulting Engineering
3
State
Bourne Consulting Engineering
4
Federal
Bourne Consulting Engineering
5
Unknown
Bourne Consulting Engineering
1
Private
Bourne Consulting Engineering
Property_1
Property Owner Category
String
254
0
0
The broad level ownership category of structures: local, state, federal, or unknown.
Bourne Consulting Engineering
Local
City or town
Bourne Consulting Engineering
State
Massachusetts
Bourne Consulting Engineering
Federal
United States government
Bourne Consulting Engineering
Unknown
Unknown
Bourne Consulting Engineering
Private
Private
Bourne Consulting Engineering
StructureO
Structure Owner Code
String
50
0
0
Code representing Structure Owner type (Attribute: Structur_1).
Bourne Consulting Engineering
2
Local
Bourne Consulting Engineering
3
Massachusetts
Bourne Consulting Engineering
4
Federal
Bourne Consulting Engineering
5
Unknown
Bourne Consulting Engineering
Structur_1
Structure owner
String
254
0
0
The broad level ownership category of structures: local, state, federal, or unknown.
Bourne Consulting Engineering
Local
City or town
Bourne Consulting Engineering
State
Massachusetts
Bourne Consulting Engineering
Federal
United States government
Bourne Consulting Engineering
Unknown
Unknown
Bourne Consulting Engineering
OwnerName
Owner Name
String
254
Name of presumed owner of publicly owned structures. As this was for public structures only, the ownership was restricted to the community name, the state agency or the federal agency.
0
0
Bourne Consulting Engineering
Description of features.
Location
Location
String
254
Location or name of structure.
0
0
Description of features.
Bourne Consulting Engineering
YearBuilt
Year Built
String
50
The year of the oldest document located for the structure. The information is determined from the document research performed on the structure from local, state and federal agencies. If no documents could be found than this entry is denoted as "Unknown". Where documentation of the structure could be found, the date from the oldest document was utilized.
0
0
Bourne Consulting Engineering
Description of features.
BasedOn
Veracity of Ownership Type
String
50
Code representing veracity of property or structure ownership (Attribute: BasedOnDes).
0
0
Bourne Consulting Engineering
1
Assumed
Bourne Consulting Engineering
2
Verified
Bourne Consulting Engineering
BasedOnDes
Based On Description
String
254
0
0
Description of property or structure ownership veracity.
Bourne Consulting Engineering
Assumed
Property or structure ownership has not been verified.
Bourne Consulting Engineering
Verified
Property or structure ownership has been verified.
Bourne Consulting Engineering
BasedOnCom
Based On Comments
String
254
0
0
Bourne Consulting Engineering
Notes on ownership veracity (Attribute: BasedOnDes).
Description of features.
PrimaryTyp
Primary Type
String
50
0
0
The functional type of the primary part of the structure. The structure type was categorized into six basic coastal structure categories which were Bulkhead/Seawall, Revetment, Coastal Beach, Coastal Dune, Jetty/Groin, and Breakwater.
Bourne Consulting Engineering
Bulkhead/Seawall
n/a
Bourne Consulting Engineering
Revetment
n/a
Bourne Consulting Engineering
Coastal Beach
n/a
Bourne Consulting Engineering
Coastal Dune
n/a
Bourne Consulting Engineering
Groin/Jetty
n/a
Bourne Consulting Engineering
Breakwater
n/a
Bourne Consulting Engineering
SecondaryT
Secondary Type
String
50
0
0
The type of the secondary part of the structure. The structure type was categorized into six basic coastal structure categories which were Bulkhead/Seawall, Revetment, Coastal Beach, Coastal Dune, Jetty/Groin, and Breakwater.
Bourne Consulting Engineering
Bulkhead/Seawall
n/a
Bourne Consulting Engineering
Revetment
n/a
Bourne Consulting Engineering
Coastal Beach
n/a
Bourne Consulting Engineering
Coastal Dune
n/a
Bourne Consulting Engineering
Groin/Jetty
n/a
Bourne Consulting Engineering
Breakwater
n/a
Bourne Consulting Engineering
I
Unknown
Bourne Consulting Engineering
PrimaryMat
Primary Material
String
50
0
0
The material that the primary structure is constructed of. Either: steel, concrete, stone, wood or sand. The identification of the coastal structure's material of construction was performed and represents the material providing primary protection. Stone structures consisted of both mortared and non-mortared conditions.
Bourne Consulting Engineering
Steel
n/a
Bourne Consulting Engineering
Concrete
n/a
Bourne Consulting Engineering
Stone
n/a
Bourne Consulting Engineering
Wood
n/a
Bourne Consulting Engineering
Sand
n/a
Bourne Consulting Engineering
SecondaryM
Secondary Material
String
50
0
0
The material that the primary structure is constructed of. Either: steel, concrete, stone, wood or sand. The identification of the coastal structure's material of construction was performed and represents the material providing primary protection. Stone structures consisted of both mortared and non-mortared conditions.
Bourne Consulting Engineering
Steel
n/a
Bourne Consulting Engineering
Concrete
n/a
Bourne Consulting Engineering
Stone
n/a
Bourne Consulting Engineering
Wood
n/a
Bourne Consulting Engineering
Sand
n/a
Bourne Consulting Engineering
PrimaryCon
Primary Condition
String
50
0
0
The condition of the primary structure. A preliminary assessment of the condition for each structure was performed by the field teams. This was by visual observation only and no detailed investigation was performed. The condition assessments were based on a predefined five level rating system that ranged from A to F.
A
Excellent - Like new condition. Structure expected to withstand major coastal storm without damage. Stable landform (beach, dune or bank). Adequate system exists to provide protection from major coastal storm.
Bourne Consulting Engineering
B
Good- Structure observed to exhibit very minor problems, superficial in nature. Minor erosion to landform is present. Structure / landform adequate to provide protection from a major coastal storm with no damage. Actions taken to prevent / limit future deterioration and extend life of structure.
Bourne Consulting Engineering
C
Fair- Structure is sound but may exhibit minor deterioration, section loss, cracking, spalling, undermining, and/or scour. Structure adequate to withstand major coastal storm with little to moderate damage. Actions taken to reinforce structure to provide full protection from major coastal storm and for extending life of structure. Moderate wind or wave damage to landform exists. Landform may not be sufficient to fully protect shoreline during a major coastal storm. Actions taken to provide additional material for full protection and extended life.
Bourne Consulting Engineering
D
Poor- Structure exhibits advanced levels of deterioration, section loss, cracking, spalling, undermining, and/or scour. Structure has strong risk of significant damage and possible failure during a major coastal storm Structure should be monitored until repairs/reconstruction can be initiated. Actions taken to reconstruct structure to regain full capacity to resist a major coastal storm. Landform eroded, stability threatened. Landform not adequate to provide protection during major coastal storm. Actions taken to recreate landform to adequate limits for full protection from a major coastal storm.
Bourne Consulting Engineering
F
Critical- Conditions of structure/landform may warrant emergency stabilization as failure may result in potential loss of property and/or life. Landform eroded, loss of integrity. Structure exhibits critical levels of deterioration, section loss, cracking, spalling, undermining, and/or scour. Structure provides little or no protection from a major coastal storm. Actions taken to totally reconstruct structure to regain full capacity. Landform stability is severely compromised, rate of erosion/material loss may be increasing, and landform does not provide adequate protection from a major coastal storm. Actions taken to recreate landform to adequate limits for full protection from a major coastal storm.
Bourne Consulting Engineering
Bourne Consulting Engineering
SecondaryC
Secondary Condition
String
50
0
0
The condition of the primary structure. A preliminary assessment of the condition for each structure was performed by the field teams. This was by visual observation only and no detailed investigation was performed. The condition assessments were based on a predefined five level rating system that ranged from A to F.
Bourne Consulting Engineering
A
Excellent - Like new condition. Structure expected to withstand major coastal storm without damage. Stable landform (beach, dune or bank). Adequate system exists to provide protection from major coastal storm.
Bourne Consulting Engineering
B
Bourne Consulting Engineering
Good- Structure observed to exhibit very minor problems, superficial in nature. Minor erosion to landform is present. Structure / landform adequate to provide protection from a major coastal storm with no damage. Actions taken to prevent / limit future deterioration and extend life of structure.
C
Bourne Consulting Engineering
Fair- Structure is sound but may exhibit minor deterioration, section loss, cracking, spalling, undermining, and/or scour. Structure adequate to withstand major coastal storm with little to moderate damage. Actions taken to reinforce structure to provide full protection from major coastal storm and for extending life of structure. Moderate wind or wave damage to landform exists. Landform may not be sufficient to fully protect shoreline during a major coastal storm. Actions taken to provide additional material for full protection and extended life.
D
Bourne Consulting Engineering
Poor- Structure exhibits advanced levels of deterioration, section loss, cracking, spalling, undermining, and/or scour. Structure has strong risk of significant damage and possible failure during a major coastal storm Structure should be monitored until repairs/reconstruction can be initiated. Actions taken to reconstruct structure to regain full capacity to resist a major coastal storm. Landform eroded, stability threatened. Landform not adequate to provide protection during major coastal storm. Actions taken to recreate landform to adequate limits for full protection from a major coastal storm.
F
Bourne Consulting Engineering
Critical- Conditions of structure/landform may warrant emergency stabilization as failure may result in potential loss of property and/or life. Landform eroded, loss of integrity. Structure exhibits critical levels of deterioration, section loss, cracking, spalling, undermining, and/or scour. Structure provides little or no protection from a major coastal storm. Actions taken to totally reconstruct structure to regain full capacity. Landform stability is severely compromised, rate of erosion/material loss may be increasing, and landform does not provide adequate protection from a major coastal storm. Actions taken to recreate landform to adequate limits for full protection from a major coastal storm.
PrimaryPri
PrimaryPri
String
50
0
0
Unknown
Bourne Consulting Engineering
Unknown.
SecondaryP
SecondaryP
String
50
0
0
Unknown
Bourne Consulting Engineering
Unknown.
Repair
Repair Cost
Integer
4
A preliminary estimation of construction costs to maintain or repair structures was made based on the preliminary field assessment of the structures. A Repair Cost Matrix was developed based on structure type, condition, height and material and can be seen in Exhibit C. Once each structure's type, height, and material classifications were determined, the cost per foot for the structure was determine from the Repair Cost Matrix and multiplied by the length of the structure to obtain the estimated repair/restoration cost. The cost matrix repair costs include a 20 percent construction cost contingency as well as 10 percent costs for engineering and permitting.
0
0
Bourne Consulting Engineering
Description of features.
Structures
Structures
Integer
4
0
0
Unknown
Bourne Consulting Engineering
Unknown.
PrimaryHei
Primary Structure Height
String
50
0
0
The estimated visible height of the primary structure in feet.
Bourne Consulting Engineering
0
5
feet
5.01
10
feet
10.01
15
feet
15.01
100
feet
SecondaryH
Secondary Structure Height
String
50
0
0
The estimated visible height of the secondary structure. Either: Under 5 feet, 5 to 10 feet, 10 to 15 feet or Over 15 feet.
Bourne Consulting Engineers
0
5
feet
5.01
10
feet
10.01
15
feet
15.01
100
feet
PositionX
Easting of structure
String
50
Easting of structure
0
0
Bourne Consulting Engineering
Description of features.
PositionY
Northing of structure
String
50
Northing of structure
0
0
Bourne Consulting Engineering
Description of features.
PositionZ
LIDAR elevations
String
50
LIDAR elevations
0
0
Bourne Consulting Engineering
Description of features.
FEMAZone
FEMA flood zone designation
String
50
Flood Zone designation from the most recent FEMA Flood Insurance Rate Maps (FIRM) for the specific town.
0
0
Bourne Consulting Engineering
FEMA Flood Zone Designations
Federal Emergency Management Agency
FEMAElev
FEMA Base Flood Elevation
String
50
Base Flood Elevation (BFE) from the most recent FEMA Flood Insurance Rate Maps (FIRM) for the specific town. The elevations are provided in feet on the same datum as the FIRM maps (NGVD) with no adjustments or conversions.
0
0
Bourne Consulting Engineering
Description of features.
EnterBy
Enter By
String
50
Initials of individual who entered the data.
0
0
Bourne Consulting Engineering
Description of features.
EnterDate
Enter Date
Date
8
Date attribute data was entered
0
0
Bourne Consulting Engineering
Description of features.
CrewBy
Crew By
String
50
0
0
Unknown
Bourne Consulting Engineering
Unknown.
CrewDate
Crew Date
Date
8
0
0
The date of the survey of the structure.
Bourne Consulting Engineering
Description of features.
Comments
Comments
String
254
0
0
Description of features,
Comments by survey crew regarding data collection conditions.
Bourne Consulting Engineering.
Details
Details
String
254
The engineering team provided a brief description and comment on the structure at the time of the field assessments which is provided in support of the condition rating that was given for the structure.
0
0
Bourne Consulting Engineering
Description of features.
SHAPE_Leng
Shape Length
Double
8
0
0
Shape length in feet.
ESRI
Feature geometry calculation.
Shape_Length
Shape_Length
Double
8
0
0
Length of feature in internal units.
Esri
Positive real numbers that are automatically generated.
Property Ownership
All property ownership was taken as presumed. No legal investigation of ownership was performed during the project. Property ownership is based on town assessor maps. Where structures were located outshore of assessor map defined property lines, it was assumed to be Town land unless other information indicated otherwise. Where structures were located outshore of Mean Low Water, property is assumed to be State owned.
Structure Ownership
The structure ownership was based on assessor maps and research at the local, state and federal levels. Where there was indication of public work on a structure on Town land or on private property, the structure was presumed to be Town owned. Where the structure was on state property, the structure was presumed to be state owned. Where ownership of the structure was not clear but was located on private property, the structure ownership was defined as unknown.
Priority of Structure
The prioritizing of structures was based primarily on risk to general infrastructure and density of housing. Infrastructure included was buildings. The study did not consider all infrastructure issues including -
- No consideration on utility impacts - water, electrical, sewer, gas
- No consideration of roadway and bridge protection
- Evacuation routes were not considered within the investigation
- Location of Emergency Shelters were not included in priority assessments
Research was performed at the local, state and federal levels. The local research was limited to location and documenting available coastal structure contract drawings. Research at DCR was restricted to available historic construction plans for coastal structures at the MA-DCR Waterways office in Hingham, MA, and MA-DCR Division of Urban Parks and Recreation in Boston, MA. No investigation of state archives was performed. Research at MA DEP Chapter 91 and USACE was limited to recorded permits and licenses found in their files. No investigation was performed at the Registry of Deeds.
The study included town and state owned structures as it was assumed that most town owned structures received state funding at some level for construction and/or maintenance. Structures that were determined to be private were not included and undocumented structures considered to be on private land, but having the potential to have been publicly built and/or maintained, were identified as having "unknown ownership".
Nathanael Lloyd
Massachusetts Department of Conservation and Recreation
GIS Director
Department of Conservation and Recreation
251 Causeway St
mailing and physical address
Suite 700
Boston
MA
02114
617-626-1381
Nathanael.Lloyd@state.ma.us
617-626-1349
Structure locations were collected using a Trimble GeoXH GPS. GPS points were recorded on each structure at every 100 feet or when there was a change in direction or corner. All points were recorded on the top outshore edge of the structures.
GPS data was post processed using GPS Pathfinder Office.
Trimble GeoXH GPS
GPS readings of points were compared to MASSGIS Orthophotos. The GPS readings overlay the MASSGIS Orthophotos by +/- 1 foot.
All structure numbers were correlated to corresponding files
Data was queried for widows/orphans - none found
GPS raw field data was post processed using GPS Pathfinder Office. GPS readings +/- 1 foot when compared to MASSGIS Orthophoto
ArcGIS Metadata
1.0
Massachusetts Office of Coastal Zone Management
251 Causeway Street, Suite 800
Boston
MA
02114-2138
czm@state.ma.us
USA
617-626-1200
617-626-1240
0900 hrs to 1600 hrs EST
email only
Massachusetts Office of Coastal Zone Management
GIS and coordinate files may be downloaded at no charge by following links on the Massachusetts Office of Coastal Zone Management website (<http://www.mass.gov/czm/>).
ESRI Shapefile (.shp)
ArcGIS 8.x, 9.x, and 10.x
http://www.mass.gov/eea/agencies/czm/program-areas/stormsmart-coasts/seawall-inventory/
StormSmart Coasts - Inventories of Seawalls and Other Coastal Structures
web page
http://maps.massgis.state.ma.us/map_ol/moris.php
The Massachusetts Ocean Resource Management System
web mapping tool
http://maps.massgis.state.ma.us/map_ol/moris.php
The Massachusetts Ocean Resource Management System
web mapping tool
0.155
http://www.mass.gov/eea/agencies/czm/program-areas/stormsmart-coasts/seawall-inventory/
StormSmart Coasts - Inventories of Seawalls and Other Coastal Structures
web page
ESRI Shapefile (.shp)
10.2
Coastal Infrastructure Inventory and Assessment Project Massachusetts Department of Conservation and Recreation Office of Waterways
2009-07-06T00:00:00
2009-07-06T00:00:00
vector digital data
Bourne Consulting Engineering
184 West Central St.
Franklin
Massachusetts
02038
"Ronald Bourne" ron@bournece.com
US
508-528-8133
508-520-6671
Massachusetts Office of Coastal Zone Management
251 Causeway Street, Suite 800
Boston
MA
02114-2138
czm@state.ma.us
USA
617-626-1200
617-626-1240
0900 hrs to 1600 hrs EST
email only
Massachusetts Office of Coastal Zone Management
<DIV STYLE="text-align:Left;"><DIV><DIV><P><SPAN>The Massachusetts Coastal Infrastructure Inventory and Assessment data was developed for Massachusetts Department of Conservation and Recreation (DCR) by Bourne Consulting Engineering. The data is in ESRI personal geodatabase format and includes coastal structures along the coast of Massachusetts represented by line features with attributes containing details of their condition. The attributes include location, photos and historical permits and drawings. See http://www.mass.gov/eea/agencies/czm/program-areas/stormsmart-coasts/seawall-inventory/ for further information.</SPAN></P></DIV></DIV></DIV>
DCR seeks to identify the capacity of Massachusetts coastal structures to resist major coastal storms and prevent storm damage. Towards this end, the agency initiated a program to perform an inventory and general condition assessment of Commonwealth owned and/or maintained coastal structures. See http://www.mass.gov/eea/agencies/czm/program-areas/stormsmart-coasts/seawall-inventory/ for further information.
EARTH SCIENCE > OCEANS COASTAL PROCESSES > SHORELINES
EARTH SCIENCE > OCEANS COASTAL PROCESSES > SHORELINE DISPLACEMENT
EARTH SCIENCE > HUMAN DIMENSIONS > HUMAN SETTLEMENTS > COASTAL AREAS
EARTH SCIENCE > OCEANS COASTAL PROCESSES > EROSION
EARTH SCIENCE SERVICES > DATA ANALYSIS AND VISUALIZATION > GEOGRAPHIC INFORMATION SYSTEMS
EARTH SCIENCE > HUMAN DIMENSIONS > INFRASTRUCTURE
EARTH SCIENCE > LAND SURFACE > GEOMORPHOLOGY > COASTAL LANDFORMS/PROCESSES
EARTH SCIENCE > OCEANS COASTAL PROCESSES > SHORELINES
EARTH SCIENCE > OCEANS COASTAL PROCESSES > SHORELINE DISPLACEMENT
Breakwater
EARTH SCIENCE > HUMAN DIMENSIONS > HUMAN SETTLEMENTS > COASTAL AREAS
Shoreline Protection
EARTH SCIENCE > OCEANS COASTAL PROCESSES > EROSION
Seawall
EARTH SCIENCE SERVICES > DATA ANALYSIS AND VISUALIZATION > GEOGRAPHIC INFORMATION SYSTEMS
structure
017
Bulkhead
Shoreline Structures Assessment
Jetty
EARTH SCIENCE > HUMAN DIMENSIONS > INFRASTRUCTURE
Coastal Infrastructure Inventory
EARTH SCIENCE > LAND SURFACE > GEOMORPHOLOGY > COASTAL LANDFORMS/PROCESSES
Revetment
Coastal Zone Management
Massachusetts Shoreline Structures
South Shore Coastal Hazard
Groin
<DIV STYLE="text-align:Left;"><DIV><DIV><P><SPAN>Not intended for legal use. Permission is granted to use these data for intended purposes as long as data source and data limitations are included in reproductions. Bourne Consulting Engineering should be acknowledged as the data source on all products derived from these data. The data have not been designed as a navigational aid, and you are not permitted to use them for this purpose. Any party that relies on these data or associated data as accurate does so at their own risk. None of the above-named parties shall be liable for any discrepancies or inaccuracies present within these data or any data associated with the data.</SPAN></P></DIV></DIV></DIV>
ground condition
2007-01-01
Esri ArcGIS 12.8.0.29751
1
-71.224973
-69.917505
42.844787
41.487506
General
Shoreline Protection
Revetment
Groin
Shoreline Structures Assessment
Jetty
Bulkhead
Seawall
Massachusetts Shoreline Structures
Breakwater
South Shore Coastal Hazard
Coastal Infrastructure Inventory
Coastal Zone Management
ISO 19115 Topic Category
structure, 017
ocean, 014
Massachusetts
Essex County
Suffolk County
Norfolk County
Barnstable County
Bristol County
Dukes County
Nantucket
Beverly
Gloucester
Lynn
Manchester
Marblehead
Nahant
Newbury
Newburyport
Revere
Rockport
Salem
Salisbury
Saugus
Swampscott
Boston
Braintree
Chelsea
Quincy
Weymouth
Winthrop
Barnstable
Bourne
Brewster
Chatham
Dennis
Eastham
Falmouth
Gosnold
Harwich
Mashpee
Nantucket
Orleans
Provincetown
Sandwich
Truro
Wellfleet
Yarmouth
Dartmouth
Fairhaven
Fall River
Marion
Mattapoisett
New Bedford
Somerset
Swansea
Wareham
Westport
Bourne Consulting Engineering
184 West Central St.
Franklin
Massachusetts
02038
"Ronald Bourne" ron@bourne.com
US
508-528-8133
508-520-6671
Bourne Consulting Engineering
Bourne Consulting Engineering provides this geographic data "as is", and makes no guarantee or warranty concerning the accuracy or completeness of the data. al [sic] will not be liable in any way for the accuracy of these data, and assumes no responsibility whatsoever for direct, indirect, special, consequential, exemplary, or other damages. The burden for determining the fitness for use of these data resides entirely with the data requester. Although these data have been processed successfully on computers at Bourne Consulting Engineering, no warranty, expressed or implied, is made regarding the use of these data on any other system, nor does the fact of distribution constitute or imply any such warranty.
Note 1. The Massachusetts Office of Coastal Zone Management made numerous addendums and corrections to the metadata provided by Bourne Consulting Engineering.
Note 2. Cross-referenced citations are applicable to the dataset as a whole.
South Shore Coastal Infrastructure Inventory and Assessment Demonstration Project Coastal Hazards Commission
2007-02-02T00:00:00
2007-02-02T00:00:00
vector digital data
Bourne Consulting Engineering
184 West Central St.
Franklin
Massachusetts
02038
"Ronald Bourne" ron@bournece.com
US
508-528-8133
508-520-6671
Bourne Consulting Engineering
GPS readings of points were compared to MASSGIS Orthophotos. The GPS readings overlay the MASSGIS Orthophotos by +/- 1 foot. All structure numbers were correlated to corresponding files. Data was queried for widows/orphans - none found.
The study included town and state owned structures as it was assumed that most town owned structures received state funding at some level for construction and/or maintenance. Structures that were determined to be private were not included and undocumented structures considered to be on private land, but having the potential to have been publicly built and/or maintained, were identified as having "unknown ownership".
Research was performed at the local, state and federal levels. The local research was limited to location and documenting available coastal structure contract drawings. Research at DCR was restricted to available historic construction plans for coastal structures at the MA-DCR Waterways office in Hingham, MA, and MA-DCR Division of Urban Parks and Recreation in Boston, MA. No investigation of state archives was performed. Research at MA DEP Chapter 91 and USACE was limited to recorded permits and licenses found in their files. No investigation was performed at the Registry of Deeds.
All property ownership was taken as presumed. No legal investigation of ownership was performed during the project. Property ownership is based on town assessor maps. Where structures were located outshore of assessor map defined property lines, it was assumed to be Town land unless other information indicated otherwise. Where structures were located outshore of Mean Low Water, property is assumed to be State owned.
Property Ownership
GPS raw field data was post processed using GPS Pathfinder Office. GPS readings +/- 1 foot when compared to MASSGIS Orthophoto.
Shoreline structures data were sought in an effort to identify the vulnerability of the state to coastal hazards. Structures were mapped with remotely with orthoimagery and LIDAR and assessed via field inspections and possibly other undocumented methods. All process steps were performed by Bourne Consulting Engineering.
Note: Bourne Consulting Engineering did not provide details on any non-self-generated data (i.e. GPS data taken in the field.) Only the final end step was described.
Downloadable Orthophotography
Color Orthoimagery
http://www.mass.gov/mgis/
Structure locations were collected using a Trimble GeoXH GPS. GPS points were recorded on each structure at every 100 feet or when there was a change in direction or corner. All points were recorded on the top outshore edge of the structures. GPS data was post processed using GPS Pathfinder Office.
2009-07-06T00:00:00
Bourne Consulting Engineering
184 West Central St.
Franklin
Massachusetts
02038
"Ronald Bourne" ron@bournece.com
US
508-528-8133
508-520-6671
Bourne Consulting Engineering
Not described by contractor. Earlier Coastal Structures Inventory work by Bourne (2007) states: Structure elevations were determined using LIDAR measurement, where available, provided by the South Shore of Massachusetts, Shore Protection Structures.
original metadata
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dataset
EPSG
2.1(3.0.1)
0
20241028
Massachusetts Office of Coastal Zone Management
251 Causeway Street, Suite 800
Boston
MA
02114-2138
czm@state.ma.us
USA
617-626-1200
617-626-1240
0900 hrs to 1600 hrs EST
email only
Massachusetts Office of Coastal Zone Management