February 2007 vector digital data withheld The data set contains information on coastal structures for eight communities in Massachusetts. The communities are Duxbury, Hull, Hingham, Scituate, Plymouth, Kingston, Marshfield and Hingham. The structures were researched, located and inspected between July and October of 2006. The data includes structure location, ownership, type, material, height, length, condition, repair priority, elevation, FEMA Zone and comments made by the inspector. Also included are estimated repair costs.See http://www.mass.gov/eea/agencies/czm/program-areas/stormsmart-coasts/seawall-inventory/ for further information. Coastal Zone Management sought to identify the capacity of Massachusetts coastal structures to resist major coastal storms and prevent storm damage. In working toward this goal, CZM initiated a program to perform an assessment of Commonwealth owned and/or maintained coastal structures. The first phase of this program was the performance of a demonstration project for coastal structures located on the South Shore. The demonstration project will identified existing structures, their general conditions, ability to provide coastal protection and the probable cost for repairs. The information collected and developed is incorporated into the MassGIS system to allow use for developing a 20 Year Coastal Infrastructure Plan. As this is a demonstration project, it will serve as the basis for development of a statewide inventory and assessment of all Commonwealth coastal structures and the needs for their maintenance and/or repair. Incorporated into this project will be the identification of issues and limitations of the investigation and assessment to achieve the overall goals and what should be included in future investigations/assessments of coastal structures for the other regions. See http://www.mass.gov/eea/agencies/czm/program-areas/stormsmart-coasts/seawall-inventory/ for further information. 20060726 unknown 20061012 unknown ground condition Complete As needed -70.935223 -70.521623 42.310605 41.832199 South Shore, Massachusetts Hull, MA Cohasset, MA Scituate, MA Marshfield, MA Duxbury, MA Kingston, MA Plymouth, MA Hingham, MA 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 EARTH SCIENCE SERVICES > DATA ANALYSIS AND VISUALIZATION > GEOGRAPHIC INFORMATION SYSTEMS EARTH SCIENCE > HUMAN DIMENSIONS > HUMAN SETTLEMENTS > COASTAL AREAS EARTH SCIENCE > HUMAN DIMENSIONS > INFRASTRUCTURE EARTH SCIENCE > LAND SURFACE > GEOMORPHOLOGY > COASTAL LANDFORMS/PROCESSES EARTH SCIENCE > OCEANS COASTAL PROCESSES > EROSION EARTH SCIENCE > OCEANS COASTAL PROCESSES > SHORELINE DISPLACEMENT EARTH SCIENCE > OCEANS COASTAL PROCESSES > SHORELINES None 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. mailing and physical address

184 West Central St.

Franklin Massachusetts 02038 USA 508-528-8133 508-520-6671 "Ronald Bourne" ron@bournece.com Bourne Consulting Engineering ESRI ArcCatalog 9.3.1.3000 The structure numbers are based on the current assessors maps and/or GIS files provided by each town. The year of the oldest structure document was determined by historical permits and/or drawings filed with the Department of Conservation and Recreation (DCR), Department of Environmental Protection (DEP), Army Corps of Engineers (USACE) and the individuals towns. These same files where used to assume the ownership of the structures. There is no guarantee the structure ownership is accurate. The structure length is based on the GPS readings taken at the time of the inspection. See horizontal accuracy. The structure height, ratings, urgency and comments were based on the visual inspection by an engineer at the time of the inspection. These variables were used to estimate the repair costs of the structures using estimated costs of materials and labor. The Federal Emergency Management Association (FEMA) zone and elevations were determined from Flood Insurance Rate Maps (FIRM) maps distributed by the FEMA. The structure elevations where determined from LIDAR measurements where available. The structures where located using sub-meter Differential GPS. Cloud coverage, satellite availability and reception interference from buildings or trees decrease the accuracy. Data from the GPS was post-processed using Trimble Pathfinder Office software and local GPS stations. This created a one sixth of a meter accuracy on average. The GPS points where overlayed on MassGIS Orthophotography to verify accuracy. Structure elevations where determined using LIDAR measurement, where available, provided by the South Shore of Massachusetts, Shore Protection Structures. Applied Coastal Research and Engineering, Inc. January 2006 Unknown Shoreline structure LIDAR elevations. MassGIS http://www.mass.gov/mgis/ 1:5,000 Downloadable Orthophotography Research was performed on each town to determine the possible location of structures of interest and the historical permits and drawings available. Each structure was then located using Differential GPS and assessed by an engineer. Shapefiles were created for each structure. The specific attributes that would be incorporated into the MassGIS system were developed based on the scope of work and the goals to be achieved. The following was established to standardize the data collection and presentation and to allow flexibility for sorting by attributes in the final GIS database. The attributes identified were inputted into a MS Access database which was used to manage the data from all eight communities within a single file. The shapefiles were imported into this Personal Geodatabase to maintain integrity and organization of data. Metadata imported. withheld 20070319 14030200 Dataset copied. withheld 20110218 12081300 Vector Simple FALSE 0 TRUE FALSE coordinate pair 0.000000 0.000000 meters D_NAD83 Geodetic Reference System of 1980 6378137.000000 298.257222 ParcelNo Community assessor map parcel number in which the structure was in or adjacent to. Where structures extend over several parcels, the structure is referenced to a parcel that is approximately in the center of the structure. 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. Parcel Number String 10 0 0 Bourne Consulting Engineering Description of features. OBJECTID_1 OBJECTID_1 Integer 4 0 0 Internal feature number. Esri Sequential unique whole numbers that are automatically generated. OwnerName The presumed owner of the structures. As this was for public structures only, the ownership was restricted to the community name, the state agency or the federal agency. The ownership of all structures is presumed as no verification of ownership was performed. Ownership of the structure was determined by research into historic state and federal permits and drawings and the entity indicated on the permits or drawings as the applicant. Where no other information was found the structure was listed at unknown. Owner Name String 254 0 0 Bourne Consulting Engineering Description of features. STRUCTUREN 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. STRUCTURE NUMBER String 254 0 0 Bourne Consulting Engineering Description of features. DBID A meaningless unique number that is assigned to each structure in order to join the shapefiles and the database. This was performed by joining this attribute to matching ID attribute in the shapefiles. DBID Integer 4 0 0 Bourne Consulting Engineers Database JOIN field. Has no descriptive value. OBJECTID OBJECTID OID 4 0 0 A unique, not null integer column used to uniquely identify rows in tables in a geodatabase. ESRI Description of features. ParentID ParentID Integer 4 0 0 ObjectID of the feature the attachment is associated with. ESRI Description of features. Document_N A number assigned to each document based on the number assigned to structures. A suffix was added to identify the source of the document: PHO for digital photograph, TWN from a town, DCR for the Department of Conservation and Recreation, COE from the Army Corps of Engineers, LIC from the Department of Environmental Protection and OTH from other sources. Document Number String 50 0 0 Bourne Consulting Engineering Description of features. Contract_ Is the contract number listed on the document. Contract Number String 50 0 0 Bourne Consulting Engineers Description of features. Entity The organization or department listed on the document that the document was created by or created for. Entity String 254 0 0 Various Description of features. Municipali Municipality String 254 0 0 Municipality in which the structure is located. Bourne Engineering Consulting Cohasset Bourne Engineering Consultants Hingham Bourne Engineering Consultants Hull Bourne Engineering Consultants Kingston Bourne Engineering Consultants Marshfield Bourne Engineering Consultants Plymouth Bourne Engineering Consultants Scituate Bourne Engineering Consultants Duxbury Bourne Engineering Consultants Date_ The date as listed on the document or when the document was created. Date String 254 0 0 Bourne Consulting Engineering Description of features Title The title on the document. Title String 254 0 0 Bourne Consulting Engineering Description of features. Sheets The number of sheets or pages that make up the document. Sheets String 50 0 0 Bourne Consulting Engineering Description of features. Location The location for which the document details. Location String 254 0 0 Bourne Consulting Engineering Description of features. Descriptio Description String 254 0 0 Description of features. Bourne Consulting Engineering Description of features YearBuilt 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. Year Built Integer 4 0 0 Bourne Consulting Engineering Description of features. PrimaryTyp The type of the primary part of the structure. The structure type was categorized into five basic coastal structure categories which were Bulkhead/Seawall, Revetment, Coastal Beach, Coastal Dune, and Jetty/Groin. Primary Type String 50 0 0 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 PrimaryMat 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. Primary Material String 50 0 0 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 Town City or Town name. Town String 50 0 0 Bourne Consulting Engineers Duxbury n/a Bourne Consulting Engineering Hull n/a Bourne Consulting Engineering Cohasset n/a Bourne Consulting Engineering Scituate n/a Bourne Consulting Engineering Marshfield n/a Bourne Consulting Engineering Hingham n/a Bourne Consulting Engineering Kingston n/a Bourne Consulting Engineers Plymouth n/a Bourne Consulting Engineers CommunityN A community number previously developed for each community in Massachusetts by the Department of Environmental Protection for the Wetlands Protection Act. Community Number String 10 0 0 Bourne Consulting Engineering 013 Cohasset Massachusetts Department of Environmental Protection Wetlands Protection Act 018 Duxbury Massachusetts Department of Environmental Protection Wetlands Protection Act 034 Hingham Massachusetts Department of Environmental Protection Wetlands Protection Act 035 Hull Massachusetts Department of Environmental Protection Wetlands Protection Act 037 Kingston Massachusetts Department of Environmental Protection Wetlands Protection Act 042 Marshfield Massachusetts Department of Environmental Protection Wetlands Protection Act 057 Plymouth Massachusetts Department of Environmental Protection Wetlands Protection Act 068 Scituate Massachusetts Department of Environmental Protection Wetlands Protection Act PrimaryCon 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. Primary Condition String 50 0 0 Bourne Consulting Engineers 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 BlockNo Community assessor map block number. Communities without block numbering still have the block numbering included but these are illustrated as all zeros, for this attribute. Block Number String 10 0 0 Community assessor map block number. Description of features. PrimaryUrg The perceived immediacy of action to the primary structure and presence of potential risk to the inshore structures if not corrected: I-None- No Inshore Structures or Residential Dwelling Units Present, II-Low Priority- Inshore Structures Present with Limited potential for Significant Infrastructure Damage, III-Moderate Priority- Inshore Structures with potential for Infrastructure Damage and/or Limited Residential Dwellings, greater than one dwelling impacted and/or 100 feet of shoreline, IV-High Priority- High Value Inshore Structures with Potential for Infrastructure Damage and/or Moderate Density Residential Dwellings, 1-10 dwellings impacted and/or 100 feet of shoreline and V-Immediate Priority- Critical Inshore Structures Present with Potential for Infrastructure Damage and/or High Density Residential Dwellings Conditions of structure may warrant emergency stabilization as failure may result in potential loss of property and/or life, greater than 10 dwellings impacted and/or 100 feet of shoreline. Primary Urgency String 50 0 0 Bourne Consulting Engineering I None- No Inshore Structures or Residential Dwelling Units Present Bourne Consulting Engineering II Low Priority- Inshore Structures Present with Limited potential for Significant Infrastructure Damage Bourne Consulting Engineering III Moderate Priority- Inshore Structures with potential for Infrastructure Damage and/or Limited Residential Dwellings, greater than 1 dwelling impacted and/or 100 feet of shoreline Bourne Consulting Engineering IV High Value Inshore Structures with Potential for Infrastructure Damage and/or Moderate Density Residential Dwellings,1-10 dwellings impacted and/or 100 feet of shoreline Bourne Consulting Engineering V Immediate Priority- Critical Inshore Structures Present with Potential for Infrastructure Damage and/or High Density Residential Dwellings Conditions of structure may warrant emergency stabilization as failure may result in potential loss of property and/or life., great then 10 dwellings impacted and/or 100 feet of shoreline. Bourne Consulting Engineering Length The estimated structure length in feet. The length of each structure is provided and utilized in the development of the repair/reconstruction costs. The lengths are given to the nearest foot and taken as the linear distance along the structure, as determined by the GPS location, which takes into account structure angles and curvature. Length Integer 4 0 0 Bourne Consulting Engineering Description of features. FEMAZone The Federal Emergency Management Agency (FEMA) flood elevation zone. For each structure the FEMA Flood Insurance Rate Maps (FIRM) were researched for their Flood Zone designation and their Base Flood Elevation from the most recent FIRM maps for the specific Town. FEMA FEMA Flood Zone String 50 0 0 Description of features. FEMAElev The Federal Emergency Management Agency (FEMA) map elevation in feet NGVD. For each structure the FEMA Flood Insurance Rate Maps (FIRM) were researched for their Flood Zone designation and their Base Flood Elevation from the most recent FIRM maps for the specific Town. FEMA FEMA Flood Zone elevations String 50 0 0 Description of features. Public_Structures_South_Clip Feature Class 0 Mapping and assessing the condition of publicly owned and/or maintained coastal structures. CZM StructNo 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. Structure Number String 10 0 0 Bourne Consulting Engineers Description of features. Shape Feature geometry. ESRI Coordinates defining the features. Shape Geometry 0 0 0 LocalIdent A local geographical identifier of the location of the structure. Based on an adjacent street name, bay, cliff, river, harbor, etc. Local Identifier String 254 0 0 Bourne Consulting Engineers Description of features. ID Internal Feature Number - A meaningless unique number that is assigned to each structure in order to join the shapefiles and the database. This was performed by joining this attribute to the matching DBID attribute in the database. ID Integer 4 0 0 ESRI Coordinates defining the features. SecondTyp The type of the secondary part of the structure. The structure type was categorized into five basic coastal structure categories which were Bulkhead/Seawall, Revetment, Coastal Beach, Coastal Dune, and Jetty/Groin. Second Type String 50 0 0 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 Jetty/Groin n/a Bourne Consulting Engineering StructureI 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. Structure Identification Number String 50 0 0 Bourne Consulting Engineering Description of features. SecondMat The material that the secondary 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 secondary protection. Stone structures consisted of both mortared and non-mortared conditions. Secondary Material String 50 0 0 Bourne Consulting Engineering Concrete n/a Bourne Consulting Engineering Sand n/a Bourne Consulting Engineering Stone n/a Bourne Consulting Engineering MapNo Community assessor map number. Map Number String 10 0 0 Bourne Consulting Engineering Description of features. SecondCon The condition of the secondary 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. Secondary Condition String 50 0 0 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 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 SecondUrg The perceived immediacy of action to the secondary structure and presence of potential risk to the inshore structures if not corrected. Secondary Urgency String 50 0 0 Bourne I None- No Inshore Structures or Residential Dwelling Units Present Bourne Consulting Engineering II Low Priority- Inshore Structures Present with Limited potential for Significant Infrastructure Damage Bourne Consulting Engineering III Moderate Priority- Inshore Structures with potential for Infrastructure Damage and/or Limited Residential Dwellings, greater than 1 dwelling impacted and/or 100 feet of shoreline Bourne Consulting Engineering IV High Priority- High Value Inshore Structures with Potential for Infrastructure Damage and/or Moderate Density Residential Dwellings,1-10 dwellings impacted and/or 100 feet of shoreline Bourne Consulting Engineering V Immediate Priority- Critical Inshore Structures Present with Potential for Infrastructure Damage and/or High Density Residential Dwellings Conditions of structure may warrant emergency stabilization as failure may result in potential loss of property and/or life., great then 10 dwellings impacted and/or 100 feet of shoreline. Bourne Consulting Engineering RepairCost Estimated costs of repairs to the structure in US dollars. Bulkhead / Seawall Structures, these structures are assumed to be constructed out of concrete, steel, stone or wood with each having its own criteria for establishing costs. For each structure type the following was assumed: Concrete Seawalls - These walls were assumed to be gravity structures with the volume of concrete used based on the bottom width being one-half of the structure height. Costs of construction were based on a per cubic yard estimate that varied from $350 to $630 per cubic yard depending on the structure height. Values for excavation and demolition of existing structure were also included. Stone Seawalls - These walls were treated the same as concrete seawalls and assumed to be gravity structures with the volume of the structure based on the bottom width being one-half of the structure height. Costs of construction were based on a per cubic yard estimate that varied from $350 to $630 per cubic yard depending on the structure height. Values for excavation and demolition of existing structure were also included. Steel Bulkheads - Steel bulkheads were presumed to be constructed with steel sheet piling. Tie back systems were presumed for structures 10 feet or greater in height. Shorter walls were assumed to have a cantilever design. The total depth of sheeting was presumed to be two times the exposed height. The cost for construction varied from $40 per square foot to $60 per square foot plus the cost of excavation and demolition. Timber Bulkheads - Timber bulkheads were presumed to be constructed with timber piles at eight foot on center, horizontal wales and vertical four inch sheathing. The unit costs for installed materials used were $1,500 per pile and $7.50 per bfm. Revetment Structures - Revetment structures were presumed to be constructed of dry placed (no concrete) stone with a two on one slope and a horizontal toe and crown equal to the thickness layer established for each height condition. The total thickness of the revetment layers varied from six to ten feet with the cost of armor and under-layer stone assumed to be $50 per ton and the crushed stone base to be $15 per ton. Groins and Jetties - Groins and jetties were assumed to be the same materials and construction as the revetment structures but would have two sides and therefore double the quantities. Coastal Beaches - Costs for restoration of Coastal beaches presumed the placement of beach renourishment sands at a 1-on-20 slope over the existing beach conditions. The cost for deposition of sand assumed relatively close source of material and utilized $20 per cubic yard for the material installed. Coastal Dunes - Restoration of coastal dunes assumed a cross section of renourished sand with a one-on-four slope on one side of a 25 foot width at the defined dune height. The cost for deposition of sand assumed relatively close source of material and utilized $20 per cubic yard for the material installed. Contingency - A contingency of 20 percent was added to all costs to reflect the unknowns associated with this level of rehabilitation/repair estimating. Engineering and Regulatory Approvals - A ten percent increase to the cost matrix prices was assessed to represent the engineering design and regulatory approval requirements for the restoration of these structures. Repair Cost Integer 4 0 0 Bourne Consulting Engineering Description of features. PrimHeight The estimated visible height of the primary structure in feet. Primary Structure Height String 50 0 0 Bourne Consulting Engineering 0 5 feet 5.01 10 feet 10.01 15 feet 15.01 100 feet SecHeight The estimated visible height of the secondary structure. Either: Under 5 feet, 5 to 10 feet, 10 to 15 feet or Over 15 feet. Secondary Structure Height String 50 0 0 Bourne Consulting Engineering 0 5 feet 5.01 10 feet 10.01 15 feet 15.01 100 feet StructureE The elevation of the structure. The elevation of structures was determined in feet from existing information where available. The datum used is NAVD 88 and elevations are to the nearest foot. From a previous study much of the south shore coastal structures had elevations defined based on LIDAR mapping data. Where available structure documentation with elevations was found, in areas with no LIDAR data, the information was included within the structure information. Where there was no LIDAR information or existing documentation, the item has been left blank. Structure Elevation String 50 0 0 Bourne Consulting Engineering Description of features. SurveyDate The date of the survey of the structure. Survey Date Date 8 0 0 Bourne Consulting Engineering Description of features. StructNote 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. Structure Note String 254 0 0 Bourne Consulting Engineering Description of features. Shape_Length Shape_Length Double 8 0 0 Length of feature in internal units. Esri Positive real numbers that are automatically generated. Downloadable Data Bourne Consulting Engineering provides this geographic data "as is", and makes no guarantee or warranty concerning the accuracy or completeness of the data. al 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 requestor. 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. 0.042 20090803 mailing and physical address

184 West Central St.

Franklin Massachusetts 02038 USA 508-528-8133 508-520-6671 "Ronald Bourne" ron@bournece.com Bourne Consulting Engineering FGDC Content Standards for Digital Geospatial Metadata FGDC-STD-001-1998 local time None None Public_Structures_South_Clip 246911.916000 280662.943384 842890.943843 895725.401000 1 0.042 002 Projected GCS_North_American_1983 Linear Unit: Meter (1.000000) NAD_1983_StatePlane_Massachusetts_Mainland_FIPS_2001 <ProjectedCoordinateSystem xsi:type='typens:ProjectedCoordinateSystem' xmlns:xsi='http://www.w3.org/2001/XMLSchema-instance' xmlns:xs='http://www.w3.org/2001/XMLSchema' xmlns:typens='http://www.esri.com/schemas/ArcGIS/3.1.0'><WKT>PROJCS[&quot;NAD_1983_StatePlane_Massachusetts_Mainland_FIPS_2001&quot;,GEOGCS[&quot;GCS_North_American_1983&quot;,DATUM[&quot;D_North_American_1983&quot;,SPHEROID[&quot;GRS_1980&quot;,6378137.0,298.257222101]],PRIMEM[&quot;Greenwich&quot;,0.0],UNIT[&quot;Degree&quot;,0.0174532925199433]],PROJECTION[&quot;Lambert_Conformal_Conic&quot;],PARAMETER[&quot;False_Easting&quot;,200000.0],PARAMETER[&quot;False_Northing&quot;,750000.0],PARAMETER[&quot;Central_Meridian&quot;,-71.5],PARAMETER[&quot;Standard_Parallel_1&quot;,41.71666666666667],PARAMETER[&quot;Standard_Parallel_2&quot;,42.68333333333333],PARAMETER[&quot;Latitude_Of_Origin&quot;,41.0],UNIT[&quot;Meter&quot;,1.0],AUTHORITY[&quot;EPSG&quot;,26986]]</WKT><XOrigin>-36530900</XOrigin><YOrigin>-28803200</YOrigin><XYScale>10000</XYScale><ZOrigin>-100000</ZOrigin><ZScale>10000</ZScale><MOrigin>-100000</MOrigin><MScale>10000</MScale><XYTolerance>0.001</XYTolerance><ZTolerance>0.001</ZTolerance><MTolerance>0.001</MTolerance><HighPrecision>true</HighPrecision><WKID>26986</WKID><LatestWKID>26986</LatestWKID></ProjectedCoordinateSystem> 20241028 16265500 20241028 16265500 20231212 02083200 FGDC CSDGM Metadata FALSE 1.0 FGDC 150000000 5000 Bourne Consulting Engineering 508-528-8133 508-520-6671 184 West Central St. Franklin Massachusetts 02038 US "Ronald Bourne" ron@bournece.com 20241028 ArcGIS Metadata 1.0 0.042 ESRI Shapefile (.shp) 10.2 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 http://www.mass.gov/eea/agencies/czm/program-areas/stormsmart-coasts/seawall-inventory/ 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 South Shore Coastal Infrastructure Inventory and Assessment Demonstration Project Coastal Hazards Commission vector digital data 2007-02-28T00:00:00 2007-02-28T00:00:00 Bourne Consulting Engineering 508-528-8133 508-520-6671 184 West Central St. Franklin Massachusetts 02038 US "Ronald Bourne" ron@bournece.com Bourne Consulting Engineering 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 data set contains information on coastal structures for eight communities in Massachusetts. The communities are Duxbury, Hull, Hingham, Scituate, Plymouth, Kingston, Marshfield and Hingham. The structures were researched, located and inspected between July and October of 2006. The data includes structure location, ownership, type, material, height, length, condition, repair priority, elevation, FEMA Zone and comments made by the inspector. Also included are estimated repair costs. See http://www.mass.gov/eea/agencies/czm/program-areas/stormsmart-coasts/seawall-inventory/ for further information.</SPAN></P></DIV></DIV></DIV> Coastal Zone Management sought to identify the capacity of Massachusetts coastal structures to resist major coastal storms and prevent storm damage. In working toward this goal, CZM initiated a program to perform an assessment of Commonwealth owned and/or maintained coastal structures. The first phase of this program was the performance of a demonstration project for coastal structures located on the South Shore. The demonstration project will identify existing structures, their general conditions, ability to provide coastal protection and the probable cost for repairs. The information collected and developed is incorporated into the MassGIS system to allow use for developing a 20 Year Coastal Infrastructure Plan. As this is a demonstration project, it will serve as the basis for development of a statewide inventory and assessment of all Commonwealth coastal structures and the needs for their maintenance and/or repair. Incorporated into this project will be the identification of issues and limitations of the investigation and assessment to achieve the overall goals and what should be included in future investigations/assessments of coastal structures for the other regions. See http://www.mass.gov/eea/agencies/czm/program-areas/stormsmart-coasts/seawall-inventory/ for further information. Bourne Consulting Engineering 508-528-8133 508-520-6671 184 West Central St. Franklin Massachusetts 02038 US "Ronald Bourne" ron@bournece.com General Gulf Of Maine Massachusetts Norfolk County Plymouth County South Shore Cohasset Marshfield Hull Kingston Plymouth Duxbury Hingham Scituate 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 Shoreline Protection Revetment Groin Cohasset MA South Shore Massachusetts Shoreline Structures Assessment Jetty Bulkhead Marshfield MA Hull MA Kingston MA Plymouth MA Seawall Duxbury MA Hingham MA Massachusetts Shoreline Structures Breakwater South Shore Coastal Hazard Scituate MA Coastal Infrastructure Inventory Coastal Zone Management Bourne Consulting Engineering provides this geographic data "as is", and makes no guarantee or warranty concerning the accuracy or completeness of the data. al 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 requestor. 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. <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> Esri ArcGIS 12.8.0.29751 ground condition 2006-07-26T00:00:00 2006-10-12T00:00:00 -70.935223 -70.521623 41.832199 42.310605 1 -70.935223 -70.521623 42.310605 41.832199 These spatial data were created for the Massachusetts Office of Coastal Zone Management (CZM) for the Massachusetts Executive Office of Energy and Environmental Affairs (EEA). ISO 19115 Topic Category structure, 017 NASA/Global Change Master Directory (GCMD) Earth Science Keywords. Version 8.0.0.0.0 EARTH SCIENCE SERVICES > DATA ANALYSIS AND VISUALIZATION > GEOGRAPHIC INFORMATION SYSTEMS EARTH SCIENCE > HUMAN DIMENSIONS > HUMAN SETTLEMENTS > COASTAL AREAS EARTH SCIENCE > HUMAN DIMENSIONS > INFRASTRUCTURE EARTH SCIENCE > LAND SURFACE > GEOMORPHOLOGY > COASTAL LANDFORMS/PROCESSES EARTH SCIENCE > OCEANS COASTAL PROCESSES > EROSION EARTH SCIENCE > OCEANS COASTAL PROCESSES > SHORELINE DISPLACEMENT EARTH SCIENCE > OCEANS COASTAL PROCESSES > SHORELINES NASA/Global Change Master Directory (GCMD) Earth Science Keywords. Version 8.0.0.0.0 CONTINENT > NORTH AMERICA > UNITED STATES OF AMERICA > MASSACHUSETTS OCEAN > ATLANTIC OCEAN > NORTH ATLANTIC OCEAN OCEAN > ATLANTIC OCEAN > NORTH ATLANTIC OCEAN > GULF OF MAINE 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. 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 The structure numbers are based on the current assessors maps and/or GIS files provided by each town. The year of the oldest structure document was determined by historical permits and/or drawings filed with the Department of Conservation and Recreation (DCR), Department of Environmental Protection (DEP), Army Corps of Engineers (USACE) and the individual towns. These same files where used to assume the ownership of the structures. There is no guarantee the structure ownership is accurate. The structure length is based on the GPS readings taken at the time of the inspection. See horizontal accuracy. The structure height, ratings, urgency and comments were based on the visual inspection by an engineer at the time of the inspection. These variables were used to estimate the repair costs of the structures using estimated costs of materials and labor. The Federal Emergency Management Agency (FEMA) zone and elevations were determined from Flood Insurance Rate Maps (FIRM) maps distributed by the FEMA. The structure elevations where determined from LIDAR measurements where available. The structures were located using sub-meter Differential GPS. Cloud coverage, satellite availability and reception interference from buildings or trees decrease the accuracy. Data from the GPS was post processed using Trimble Pathfinder Office software and local GPS stations. This created a one sixth of a meter accuracy on average. The GPS points were overlaid on MassGIS Orthophotography to verify accuracy. Structure elevations were determined using LIDAR measurement, where available, provided by the South Shore of Massachusetts, Shore Protection Structures. Downloadable Orthophotography Color Orthoimagery MassGIS http://www.mass.gov/mgis/ 2007-02-28T00:00:00 Bourne Consulting Engineering did not record which orthoimagery was used in the creation of these data. Shoreline structure LIDAR elevations. South Shore of Massachusetts, Shore Protection Structures Applied Coastal Research and Engineering, Inc. 2007-02-28T00:00:00 Bourne Consulting Engineering did not record which LIDAR data were used in the creation of these data. 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. The specific attributes that would be incorporated into the MassGIS system were developed based on the scope of work and the goals to be achieved. The following was established to standardize the data collection and presentation and to allow flexibility for sorting by attributes in the final GIS database. The attributes identified were entered into a MS Access database which was used to manage the data from all eight communities within a single file. The shapefiles were imported into this Personal Geodatabase to maintain integrity and organization of data. 2007-02-28T00:00:00 Bourne Consulting Engineering 508-528-8133 508-520-6671 184 West Central St. Franklin Massachusetts 02038 US "Ronald Bourne" ron@bournece.com Bourne Consulting Engineering Bourne Consulting Engineering Research was performed on each town to determine the possible location of structures of interest and the historical permits and drawings available. Each structure was then located using Differential GPS and assessed by an engineer. Shapefiles were created for each structure. 2007-02-28T00:00:00 Bourne Consulting Engineering 508-528-8133 508-520-6671 184 West Central St. Franklin Massachusetts 02038 US "Ronald Bourne" ron@bournece.com Bourne Consulting Engineering Bourne Consulting Engineering Bourne Consulting Engineering A Logical Consistency report was not created for these data. 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+ya7JzJq1rH6LDZHH/jznP6UUU7CuL9h1r/oNR/jZj/4qk+w63/0GYfxsh/8XRRRYLn/2Q== dataset EPSG 2.1(3.0.1) 0 Bourne Consulting Engineering 508-528-8133 508-520-6671 184 West Central St. Franklin Massachusetts 02038 US "Ronald Bourne" ron@bournece.com Bourne Consulting Engineering 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 Although every effort has been made to ensure the accuracy of these data, errors and conditions originating from physical sources used to develop these data may be reflected in the data supplied. The client must be aware of data conditions and bear responsibility for the appropriate use of the information with respect to possible errors, original map scale, collection methodology, currency of data, and other conditions specific to certain data. In no event shall CZM be liable for any damages, whether general, special, incidental or consequential damages, arising out of your use of these data. Your sole remedy for damages is to stop using the data. You agree to defend, indemnify, and hold harmless CZM and its employees against any claim, loss, liability or expense, including attorneys' fees, resulting from loss of or damage to property or the injury to or death of any person arising out of the use of the data. <DIV STYLE="text-align:Left;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN>Public domain data from the Massachusetts Office of Coastal Zone Management (CZM), an agency of the Commonwealth of Massachusetts Executive Office of Energy and Environmental Affairs (EEA), are freely redistributable with proper metadata and source attribution. Please recognize the Massachusetts Office of Coastal Zone Management as the source of these data. You are not permitted to use CZM's name or to suggest that CZM endorses your project or product, without its express written consent. While efforts have been made to ensure that these data are accurate and reliable within the state of the art, CZM cannot assume liability for any damages or misrepresentation caused by any inaccuracies in the data or as a result of changes to the data caused by system transfers. The user must be aware of data conditions and bear responsibility for the appropriate use of these data with respect to possible errors, original map scale, collection methodology, currency of data, and other conditions specific to these data.</SPAN></P></DIV> 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