Maps at the links below are for general information only. The information shown is to be considered accurate only to the date shown on each map. All of the maps found on this page are not parcel specific. The PDF maps can be viewed by using Adobe Acrobat zoom in/zoom out tools. All maps found on this page are downloadable. Larger sizes are available in print from the Development Center. Please call 253-864-4165 for pricing.

This data was created through the modification of an existing sewer service dataset from the CT Office of Policy and Management (OPM), in addition to sewer data from the Southeastern Connecticut Council Of Government (SCCOG) and the Town of Stonington. It also includes data from the Sewer Service Area 2018 file in areas where the OPM dataset was not as current. The OPM data was modified by reducing the extensive categories which represent all areas containing sewers to a "Connected" classification.SCCOG Data: Data was clipped to individual municipal boundaries for all 21 municipalities with sewer information within the SCCOG. The "Existing" category from attribute table was extracted via selection to create the "Connected" areas for 19/21 municipalities. The Town of Stonington data was merged with the SCCOG data as both had areas which were not included in the other. The North Stonington data was combined with SSA 2018 data to get the most accurate representation for that town. OPM Data: Data was modified to isolate the undefined and fragmented categories, (QA- using municipal websites, PDF maps and local contacts for verification where available) then Clipped to municipal boundaries. All the areas that are connected to sewers were Dissolved, only maintaining the key fields listed and described below. The datasets were combined using the Merge tool to get all the connected sewer service areas in the state.Description of Fields:TOWN- Represents all the municipalities with the state of CTs boundaries. CNTY_NAME- Represents the eight (8) county names to which each municipality belongs to. SEWERS- This field has two classes "Existing" and "No Sewer" and this identifies if a municipality has sewers existing within its boundary or not. SEWER-STATUS- The Sewer Status field represents the areas within in each municipality that are "Connected" to sewers.TREATMENTFACILITY- This field represents the sewer service treatment facility (endpoint) that processes the waste for each municipality. For municipalities without sewers, “Not Applicable” is the designated value. PASSTHROUGH- This field identifies if the wastewater passes through other municipalities on the way to the treatment facility (endpoint) as denoted by a "Yes" or "No" value. Feature class is symbolized on the Sewer Status field to show the “Connected” (green). DEEP welcomes the opportunity to receive any feedback that can help improve the quality of the information presented in this map by contacting Carlos Esguerra (carlos.esguerra@ct.gov).

This table represents Real Estate of Utility Company (REUC) Lots in the Digital Tax Map Collection. • Updates: Data is extracted from DOF’s internal system on the last Friday of each month and refreshed on ArcGIS Online on the 1st. The online map always shows the most recent version. • Accessing the Data: • Digital Tax Map on NYC Open Data: See the complete collection. • Individual layers: Downloadable from the Digital Tax Map Feature Server. • Complete source: Available through the Digital Tax Map service, which always points to the latest monthly release. Note: To ensure reliability, the Tax Map alternates between Set A and Set B each month. If one set has issues, the previous month’s copy remains online. Both sets are kept about a month apart and are available for download: • Set A link • Set B link • Digital Alteration Book (DAB): The DAB is the official log of map changes—such as new lots, merges, or boundary shifts—providing a clear record of how the Tax Map evolves. It is available through the Property Information Portal. Disclaimer: This dataset reflects formal applications submitted to DOF but may not reflect the latest changes in other City systems (e.g., exemptions or buildings data). It is provided for informational purposes only and is not guaranteed to be accurate as of today’s date.

Gravity Sewer Pipe Lines in Fuquay-Varina. These line features primarily represent gravity sewer mains. Directionality (start vs. end vertices) of these line features should reflect real world flow direction. The mapping of sewer service lines began recently -- those features are currently rather limited in this dataset. There are also some privately owned and maintained pipes that are mapped for modeling and informational purposes, which also started only recently, most often from as-built utility data from large development projects since 2015. Please pay attention to the Subtype field to identify the different categories of gravity sewer lines. Please note that ALL public utility data layers can be downloaded in a single .mpkx (ArcGIS Pro map package file), updated every Friday evening. This .mpkx file can be opened directly with ArcGIS Pro version 3+. Alternatively, you can extract the file geodatabase within it by renaming the file ending .mpkx to .zip and treating it like a zip archive file, for use in any version of ArcGIS Pro or ArcMap software. You can also use QGIS, a powerful, free, and open-source GIS software.The Town of Fuquay-Varina creates, maintains, and serves out a variety of utility information to the public, including its Potable Water System, Sanitary Sewer System, and Stormwater Collection System features. This is the same utility data displayed in our public web map. This utility data includes some features designated as 'private' that are not owned or maintained by the Town, but may be helpful for modeling and other informational purposes. Please pay particular attention to the terms of use and disclaimer associated with these data. Some data includes the use of Subtypes and Domains that may not translate well to Shapefile or GeoJSON downloads available through our Open Data site. Please beware the dangers of cartographic misrepresentation if you are unfamiliar with filtering and symbolizing data based on attributes. Water System Layers:Water LinesWater ValvesWater ManholesFire HydrantsFire Department ConnectionsWater MetersWater Meter VaultsRPZ (Backflow Preventers)Water TankWater Booster StationsHarnett County Water District AreaSewer System Layers:Gravity Sewer LinesForced Sewer LinesSewer ManholesSewer ValvesSewer CleanoutsSewer Pump StationsWastewater Treatment PlantsStormwater System Layers:Stormwater Lines (Pipes)Stormwater Points (Inlets/Outlets/Manholes)Stormwater Control Measure Points (SCM's, such as Wet Ponds / Retention Basins)

AR Utility Mapping for Right-of-Way Market Outlook

According to our latest research, the global AR Utility Mapping for Right-of-Way market size reached USD 2.14 billion in 2024, demonstrating robust expansion fueled by accelerating digital transformation across infrastructure sectors. The market is currently experiencing a Compound Annual Growth Rate (CAGR) of 15.3%, positioning it to achieve a value of USD 6.12 billion by 2033. This growth is primarily driven by the increasing need for accurate, real-time utility mapping to support safe and efficient infrastructure development, especially in urbanizing regions and rapidly modernizing economies.

The surge in adoption of AR Utility Mapping for Right-of-Way solutions is primarily attributed to the critical need for minimizing risks and improving efficiency in utility infrastructure projects. Traditional methods of utility mapping often lead to errors, delays, and increased costs due to inaccurate or outdated data. Augmented Reality (AR) overlays real-time digital information onto the physical world, allowing field engineers and planners to visualize underground utilities with precision. This capability significantly reduces the likelihood of accidental utility strikes, enhances worker safety, and streamlines project timelines. As urbanization intensifies and the complexity of right-of-way projects escalates, stakeholders are increasingly investing in advanced AR solutions to mitigate risks and optimize resource allocation.

Another significant growth factor is the rapid advancement of AR technology, coupled with increasing integration with Geographic Information Systems (GIS), Internet of Things (IoT), and Building Information Modeling (BIM) platforms. These technological synergies enable the creation of highly accurate, interactive, and dynamic utility maps that can be accessed on-site via mobile devices or AR headsets. The ability to update and share real-time data across teams enhances collaboration and decision-making, further driving the value proposition of AR Utility Mapping for Right-of-Way. Additionally, regulatory mandates for utility documentation and right-of-way management are pushing both public and private sector entities to adopt more sophisticated digital mapping tools to ensure compliance and accountability.

The growing emphasis on sustainable infrastructure development and smart city initiatives is also propelling the AR Utility Mapping for Right-of-Way market forward. Municipalities, utility companies, and construction firms are under increasing pressure to minimize environmental impact and maximize the lifespan of public assets. AR-based mapping facilitates proactive maintenance, reduces unnecessary excavation, and supports data-driven urban planning. Furthermore, increased investments in 5G networks and the expansion of broadband infrastructure are creating new opportunities for AR-driven mapping solutions, as telecommunications providers seek to streamline network deployment while avoiding costly disruptions to existing utilities.

Right-of-Way Mapping Services play a crucial role in the efficient management and execution of utility infrastructure projects. These services involve the precise identification and documentation of land areas designated for public use, such as roads, railways, and utilities. By leveraging advanced technologies, including AR and GIS, Right-of-Way Mapping Services ensure that all stakeholders have accurate and up-to-date information about the location and status of utilities. This not only facilitates smoother project execution but also helps in mitigating potential conflicts and legal issues related to land use. As urban areas continue to expand, the demand for comprehensive Right-of-Way Mapping Services is expected to grow, driving further innovation and investment in this critical sector.

Regionally, North America currently leads the AR Utility Mapping for Right-of-Way market, fueled by significant investments in smart infrastructure, advanced technology adoption, and stringent regulatory frameworks. Europe follows closely, with a strong focus on sustainable urban development and modernization of legacy utility networks. The Asia Pacific region is expected to witness the fastest growth, driven by rapid urbanization, government-led infrastructure initiatives, and increasing awareness of the benefits of AR-based mappi

Download .zipThis coverage shows the geographic distribution of sanitary sewer service in 1977, as provided by Lake County Planning Commission.

This coverage was digitized from boundaries drafted onto USGS quadrangle maps utilizing a run length encoding technique sampling along horizontal lines which represented the midline of cells with a height of 250 ft. The measurement increment along these horizontal lines was one decafoot (10 feet). The quadrangle files were then merged into a county file which was subsequently converted to ARC/INFO format.

The user should bear in mind that this coverage is only an approximation of the boundaries as originally drafted .

Additional details on the digitizing process are available on request.

Original coverage data was converted from the .e00 file to a more standard ESRI shapefile(s) in November 2014.Contact Information:GIS Support, ODNR GIS ServicesOhio Department of Natural ResourcesReal Estate & Land ManagementReal Estate and Lands Management2045 Morse Rd, Bldg I-2Columbus, OH, 43229Telephone: 614-265-6462Email: gis.support@dnr.ohio.gov Data Update Frequency: As Needed

Terms of UseData Limitations and DisclaimerThe user’s use of and/or reliance on the information contained in the Document shall be at the user’s own risk and expense. MassDEP disclaims any responsibility for any loss or harm that may result to the user of this data or to any other person due to the user’s use of the Document.This is an ongoing data development project. Attempts have been made to contact all PWS systems, but not all have responded with information on their service area. MassDEP will continue to collect and verify this information. Some PWS service areas included in this datalayer have not been verified by the PWS or the municipality involved, but since many of those areas are based on information published online by the municipality, the PWS, or in a publicly available report, they are included in the estimated PWS service area datalayer.Please note: All PWS service area delineations are estimates for broad planning purposes and should only be used as a guide. The data is not appropriate for site-specific or parcel-specific analysis. Not all properties within a PWS service area are necessarily served by the system, and some properties outside the mapped service areas could be served by the PWS – please contact the relevant PWS. Not all service areas have been confirmed by the systems.Please use the following citation to reference these data:MassDEP, Water Utility Resilience Program. 2025. Community and Non-Transient Non-Community Public Water System Service Area (PubV2025_3).IMPORTANT NOTICE: This MassDEP Estimated Water Service datalayer may not be complete, may contain errors, omissions, and other inaccuracies and the data are subject to change. This version is published through MassGIS. We want to learn about the data uses. If you use this dataset, please notify staff in the Water Utility Resilience Program (WURP@mass.gov).This GIS datalayer represents approximate service areas for Public Water Systems (PWS) in Massachusetts. In 2017, as part of its “Enhancing Resilience and Emergency Preparedness of Water Utilities through Improved Mapping” (Critical Infrastructure Mapping Project ), the MassDEP Water Utility Resilience Program (WURP) began to uniformly map drinking water service areas throughout Massachusetts using information collected from various sources. Along with confirming existing public water system (PWS) service area information, the project collected and verified estimated service area delineations for PWSs not previously delineated and will continue to update the information contained in the datalayers. As of the date of publication, WURP has delineated Community (COM) and Non-Transient Non-Community (NTNC) service areas. Transient non-community (TNCs) are not part of this mapping project.Layers and Tables:The MassDEP Estimated Public Water System Service Area data comprises two polygon feature classes and a supporting table. Some data fields are populated from the MassDEP Drinking Water Program’s Water Quality Testing System (WQTS) and Annual Statistical Reports (ASR).The Community Water Service Areas feature class (PWS_WATER_SERVICE_AREA_COMM_POLY) includes polygon features that represent the approximate service areas for PWS classified as Community systems.The NTNC Water Service Areas feature class (PWS_WATER_SERVICE_AREA_NTNC_POLY) includes polygon features that represent the approximate service areas for PWS classified as Non-Transient Non-Community systems.The Unlocated Sites List table (PWS_WATER_SERVICE_AREA_USL) contains a list of known, unmapped active Community and NTNC PWS services areas at the time of publication.ProductionData UniversePublic Water Systems in Massachusetts are permitted and regulated through the MassDEP Drinking Water Program. The WURP has mapped service areas for all active and inactive municipal and non-municipal Community PWSs in MassDEP’s Water Quality Testing Database (WQTS). Community PWS refers to a public water system that serves at least 15 service connections used by year-round residents or regularly serves at least 25 year-round residents.All active and inactive NTNC PWS were also mapped using information contained in WQTS. An NTNC or Non-transient Non-community Water System refers to a public water system that is not a community water system and that has at least 15 service connections or regularly serves at least 25 of the same persons or more approximately four or more hours per day, four or more days per week, more than six months or 180 days per year, such as a workplace providing water to its employees.These data may include declassified PWSs. Staff will work to rectify the status/water services to properties previously served by declassified PWSs and remove or incorporate these service areas as needed.Maps of service areas for these systems were collected from various online and MassDEP sources to create service areas digitally in GIS. Every PWS is assigned a unique PWSID by MassDEP that incorporates the municipal ID of the municipality it serves (or the largest municipality it serves if it serves multiple municipalities). Some municipalities contain more than one PWS, but each PWS has a unique PWSID. The Estimated PWS Service Area datalayer, therefore, contains polygons with a unique PWSID for each PWS service area.A service area for a community PWS may serve all of one municipality (e.g. Watertown Water Department), multiple municipalities (e.g. Abington-Rockland Joint Water Works), all or portions of two or more municipalities (e.g. Provincetown Water Dept which serves all of Provincetown and a portion of Truro), or a portion of a municipality (e.g. Hyannis Water System, which is one of four PWSs in the town of Barnstable).Some service areas have not been mapped but their general location is represented by a small circle which serves as a placeholder. The location of these circles are estimates based on the general location of the source wells or the general estimated location of the service area - these do not represent the actual service area.Service areas were mapped initially from 2017 to 2022 and reflect varying years for which service is implemented for that service area boundary. WURP maintains the dataset quarterly with annual data updates; however, the dataset may not include all current active PWSs. A list of unmapped PWS systems is included in the USL table PWS_WATER_SERVICE_AREA_USL available for download with the dataset. Some PWSs that are not mapped may have come online after this iteration of the mapping project; these will be reconciled and mapped during the next phase of the WURP project. PWS IDs that represent regional or joint boards with (e.g. Tri Town Water Board, Randolph/Holbrook Water Board, Upper Cape Regional Water Cooperative) will not be mapped because their individual municipal service areas are included in this datalayer.PWSs that do not have corresponding sources, may be part of consecutive systems, may have been incorporated into another PWSs, reclassified as a different type of PWS, or otherwise taken offline. PWSs that have been incorporated, reclassified, or taken offline will be reconciled during the next data update.Methodologies and Data SourcesSeveral methodologies were used to create service area boundaries using various sources, including data received from the systems in response to requests for information from the MassDEP WURP project, information on file at MassDEP, and service area maps found online at municipal and PWS websites. When provided with water line data rather than generalized areas, 300-foot buffers were created around the water lines to denote service areas and then edited to incorporate generalizations. Some municipalities submitted parcel data or address information to be used in delineating service areas.Verification ProcessSmall-scale PDF file maps with roads and other infrastructure were sent to every PWS for corrections or verifications. For small systems, such as a condominium complex or residential school, the relevant parcels were often used as the basis for the delineated service area. In towns where 97% or more of their population is served by the PWS and no other service area delineation was available, the town boundary was used as the service area boundary. Some towns responded to the request for information or verification of service areas by stating that the town boundary should be used since all or nearly all of the municipality is served by the PWS.Sources of information for estimated drinking water service areasThe following information was used to develop estimated drinking water service areas:EOEEA Water Assets Project (2005) water lines (these were buffered to create service areas)Horsely Witten Report 2008Municipal Master Plans, Open Space Plans, Facilities Plans, Water Supply System Webpages, reports and online interactive mapsGIS data received from PWSDetailed infrastructure mapping completed through the MassDEP WURP Critical Infrastructure InitiativeIn the absence of other service area information, for municipalities served by a town-wide water system serving at least 97% of the population, the municipality’s boundary was used. Determinations of which municipalities are 97% or more served by the PWS were made based on the Percent Water Service Map created in 2018 by MassDEP based on various sources of information including but not limited to:The Winter population served submitted by the PWS in the ASR submittalThe number of services from WQTS as a percent of developed parcelsTaken directly from a Master Plan, Water Department Website, Open Space Plan, etc. found onlineCalculated using information from the town on the population servedMassDEP staff estimateHorsely Witten Report 2008Calculation based on Water System Areas Mapped through MassDEP WURP Critical Infrastructure Initiative, 2017-2022Information found in publicly available PWS planning documents submitted to MassDEP or as part of infrastructure planningMaintenanceThe

This pipe feature class represents current wastewater information of the mainline sewer in the City of Los Angeles. The Mapping and Land Records Division of the Bureau of Engineering, Department of Public Works provides the most rigorous geographic information of the storm drain system using a geometric network model, to ensure that its storm drains reflect current ground conditions. The conduits and inlets represent the storm drain infrastructure in the City of Los Angeles. Storm drain information is available on NavigateLA, a website hosted by the Bureau of Engineering, Department of Public Works.Associated information about the wastewater Pipe is entered into attributes. Principal attributes include:PIPE_SUBTYPE: pipe subtype is the principal field that describes various types of lines as either Airline, Force Main, Gravity, Siphon, or Special Lateral.For a complete list of attribute values, please refer to (TBA Wastewater data dictionary). Wastewater pipe lines layer was created in geographical information systems (GIS) software to display the location of sewer pipes. The pipe lines layer is a feature class in the LACityWastewaterData.gdb Geodatabase dataset. The layer consists of spatial data as a line feature class and attribute data for the features. The lines are entered manually based on wastewater sewer maps and BOE standard plans, and information about the lines is entered into attributes. The pipe lines are the main sewers constructed within the public right-of-way in the City of Los Angeles. The ends of line segments, of the pipe lines data, are coincident with the wastewater connectivity nodes, cleanout nodes, non-structures, and physical structures points data. Refer to those layers for more information. The wastewater pipe lines are inherited from a sewer spatial database originally created by the City's Wastewater program. The database was known as SIMMS, Sewer Inventory and Maintenance Management System. For the historical information of the wastewater pipe lines layer, refer to the metadata nested under the sections Data Quality Information, Lineage, Process Step section. Pipe information should only be added to the Wastewater Pipes layer if documentation exists, such as a wastewater map approved by the City Engineer. Sewers plans and specifications proposed under private development are reviewed and approved by Bureau of Engineering. The Department of Public Works, Bureau of Engineering's, Brown Book (current as of 2010) outlines standard specifications for public works construction. For more information on sewer materials and structures, look at the Bureau of Engineering Manual, Part F, Sewer Design, F 400 Sewer Materials and Structures section, and a copy can be viewed at http://eng.lacity.org/techdocs/sewer-ma/f400.pdf.List of Fields:STREET: This is the street name and street suffix on which the pipe is located.PIPE_LABEL: This attribute identifies the arc segment between two nodes, which represents the pipe segment. There could be any number of pipes between the same two maintenance holes and at least one. If there is more than one pipe between the same two maintenance holes, then a value other than 'A' is assigned to each pipe, such as the value 'B', 'C', and so on consecutively. Also, when a new pipe is constructed, some old pipes are not removed from the ground and the new pipe is added around the existing pipe. In this case, if the original pipe was assigned an 'A', the new pipe is assigned a 'B'.C_UP_INV: This is the calculated pipe upstream invert elevation value.PIPE_MAT: The value signifies the various materials that define LA City's sewer system. Values: • TCP - Terra Cotta pipe. • CMP - Corrugated metal pipe. • RCP - Reinforced concrete pipe. Used for sewers larger than 42inch, with exceptions. • PCT - Polymer concrete pipe. • CON - Concrete or cement. • DIP - Ductile iron pipe. • ABS - Acrylonitrile butadiene styrene. • STL - Steel. • UNK - Unknown. • ACP - Asbestos cement pipe. • RCL - Reinforced concrete pipe lined. • OTH - Other or unknown. • VCP - Vitrified clay pipe. • TRS - Truss pipe. • CIP - Cast iron pipe. • PVC - Polyvinyl chloride. • BRK - Brick. • RCPL - Lined Reinforced concrete pipe. Used for sewers larger than 42inch, with exceptions. • B/C - Concrete brick pipe. • FRP - Centrifugally cast fiberglass reinforced plastic mortar pipe.DN_INV: This is the downstream invert elevation value.PIPE_WIDTH: This value is the pipe dimension for shapes other than round.C_SLOPE: This is the calculated slope.ENABLED: Internal feature number.DN_STRUCT: This attribute identifies a number at one of two end points of the line segment that represents a sewer pipe. A sewer pipe line has a value for the UP_STRUCT and DN_STRUCT fields. This point is the downstream structure that may be a maintenance hole, pump station, junction, etc. Each of these structures is assigned an identifying number that corresponds to a Sewer Wye data record. The 8 digit value is based on an S-Map index map using a standardized numbering scheme. The S-Map is divided into 16 grids, each numbered sequentially from west to east and north to south. The first three digits represent the S-Map number, the following two digits represent the grid number, and the last three digits represent the structure number within the grid. This field also relates to the (name of table or layer) node attribute table.PIPE_SIZE: This value is the inside pipe diameter in inches.MON_INST: This is the month of the pipe installation.PIPE_ID: The value is a combination of the values in the UP_STRUCT, DN_STRUCT, and PIPE_LABEL fields. This is the 17 digit identifier of each pipe segment and is a key attribute of the pipe line data layer. This field named PIPE_ID relates to the field in the Annotation Pipe feature class and to the field in the Wye line feature class data layers.REMARKS: This attribute contains additional comments regarding the pipe line segment.DN_STA_PLS: This is the tens value of the downstream stationing.EASEMENT: This value denotes whether or not the pipe is within an easement.DN_STA_100: This is the hundreds value of the downstream stationing.PIPE_SHAPE: The value signifies the shape of the pipe cross section. Values: • SE - Semi-Elliptical. • O1 - Semi-Elliptical. • UNK - Unknown. • BM - Burns and McDonald. • S2 - Semi-Elliptical. • EL - Elliptical. • O2 - Semi-Elliptical. • CIR - Circular. • Box - Box (Rectangular).PIPE_STATUS: This attribute contains the pipe status. Values: • U - Unknown. • P - Proposed. • T - Abandoned. • F - As Built. • S - Siphon. • L - Lateral. • A - As Bid. • N - Non-City. • R - Airline.ENG_DIST: LA City Engineering District. The boundaries are displayed in the Engineering Districts index map. Values: • O - Out LA. • V - Valley Engineering District. • W - West LA Engineering District. • H - Harbor Engineering District. • C - Central Engineering District.C_PIPE_LEN: This is the calculated pipe length.OWNER: This value is the agency or municipality that constructed the pipe. Values: • PVT - Private. • CTY - City of LA. • FED - Federal Facilities. • COSA - LA County Sanitation. • OUTLA - Adjoining cities.CRTN_DT: Creation date of the line feature.TRTMNT_LOC: This value is the treatment plant used to treat the pipe wastewater.PCT_ENTRY2: This is the flag determining if the second slope value, in SLOPE2 field, was entered in percent as opposed to a decimal. Values: • Y - The value is expressed as a percent. • N - The value is not expressed as a percent.UP_STA_100: This is the hundreds value of the upstream stationing.DN_MH: The value is the ID of the structure. This point is the structure that may be a maintenance hole, pump station, junction, etc. The field name DN_MH signifies the structure is the point at the downstream end of the pipe line segment. The field DN_MH is a key attribute to relate the pipe lines feature class to the STRUCTURE_ID field in the physical structures feature class.SAN_PIPE_IDUSER_ID: The name of the user carrying out the edits of the pipe data.WYE_MAT: This is the pipe material as shown on the wye card.WYE_DIAM: This is the pipe diameter as shown on the wye card.SLOPE2: This is the second slope value used for pipe segments with a vertical curve.EST_YR_LEV: This value is the year installed level.EST_MATL: This is the flag determining if the pipe material was estimated.LINER_DATE: This value is the year that the pipe was re-lined.LAST_UPDATE: Date of last update of the line feature.SHAPE: Feature geometry.EST_YEAR: This is the flag indicating if the year if installation was estimated.EST_UPINV: This is the flag determining if the pipe upstream elevation value was estimated.WYE_UPDATE: This value indicates whether the wye card was updated.PCT_ENTRY: This is the flag determining if the slope was entered in percent as opposed to a decimal. Values: • N - The value is not expressed as a percent. • Y - The value is expressed as a percent.PROF: This is the profile drawing number.PLAN1: This is the improvement plan drawing number.PLAN2: This is the supplementary improvement plan drawing number.EST_DNINV: This is the flag determining if the pipe downstream elevation value was estimated.UP_STRUCT: This attribute identifies a number at one of two end points of the line segment that represents a sewer pipe. A sewer pipe line has a value for the UP_STRUCT and DN_STRUCT fields. This point is the upstream structure that may be a maintenance hole, pump station, junction, etc. Each of these structures is assigned an identifying number that corresponds to a Sewer Wye data record. The 8 digit value is based on an S-Map index map

This dataset shows electric utility service area boundaries for the State of Minnesota. The original source data were lines hand-drawn on county highway maps. The maps were scanned and georeferenced to serve as a background for on-screen digitizing. The utilities were then given an opportunity to review and correct the service areas. Changes filed with the Public Utilities Commission (eDockets) were also reviewed to update the areas.

This lateral pipes feature class represents current wastewater information connecting a residence or business to the mainline sewer in the City of Los Angeles. The Mapping and Land Records Division of the Bureau of Engineering, Department of Public Works provides the most rigorous geographic information of the sanitary sewer system using a geometric network model, to ensure that its sewers reflect current ground conditions. The sanitary sewer system, pump plants, wyes, maintenance holes, and other structures represent the sewer infrastructure in the City of Los Angeles. Wye and sewer information is available on NavigateLA, a website hosted by the Bureau of Engineering, Department of Public Works.For a complete list of attribute values, please refer to (TBA Wastewater data dictionary). Wastewater Lateral Pipes lines layer was created in geographical information systems (GIS) software to display the location of wastewater lateral pipes. The laterals lines layer is a feature class in the LACityWastewaterData.gdb Geodatabase dataset. The layer consists of spatial data as a line feature class and attribute data for the features. The lines are entered manually based on wastewater sewer maps and BOE standard plans, and information about the lines is entered into attributes. The lateral lines are constructed from LA City's main sewer connection to the Landbase parcels as shown on the Wye maps. The wastewater lateral pipes lines are inherited from a sewer spatial database originally created by the City's Wastewater program. The database was known as SIMMS, Sewer Inventory and Maintenance Management System. Lateral pipe information should only be added to the Wastewater lateral pipes layer if documentation exists, such as a wastewater map approved by the City Engineer. Sewers plans and specifications proposed under private development are reviewed and approved by BOE. The Department of Public Works, Bureau of Engineering's, Brown Book (current as of 2010) outlines standard specifications for public works construction. For more information on sewer materials and structures, look at the Bureau of Engineering Manual, Part F, Sewer Design, F 400 Sewer Materials and Structures section, and a copy can be viewed at http://eng.lacity.org/techdocs/sewer-ma/f400.pdf.List of Fields:REHABRECORDEDLENGTHLATERALTYPE: This value is the type of lateral line. Values: • Dash - This value is for laterals that were created from a Sewer permit taken out for construction of the lateral. • Solid - This value is for laterals that were constructed when original pipe lines were constructed.MATERIALENABLED: Internal feature number.SHAPE: Feature geometry.LAST_UPDATE: Date of last update of the line feature.USER_ID: The name of the user carrying out the edits of the pipe data.SPECIAL_STRUCTDIAMETEROBJECTID: Internal feature number.CRTN_DT: Creation date of the line feature.ASSETID: User-defined unique feature number that is automatically generated.ATTACHMENTSHAPE_Length: Length of feature in internal units.

Underground Mapping Service Market Outlook

The global underground mapping service market size was valued at USD 4.5 billion in 2023 and is projected to reach USD 9.1 billion by 2032, growing at a compound annual growth rate (CAGR) of 8.2% from 2024 to 2032. This growth is driven by increasing urbanization, the need for maintenance and development of underground utilities, and advancements in mapping technologies. The increasing emphasis on infrastructure development and the rising incidences of unplanned digging accidents are among the major factors propelling the market's upward trajectory.

One of the primary growth factors for the underground mapping service market is the rapid pace of urbanization globally. As cities expand and populations grow, there is a pressing need to map out existing underground utilities to prevent disruptions during construction activities. Moreover, governments are increasingly mandating the use of underground mapping services to ensure the safety and efficiency of public and private infrastructure projects. Technological advancements, such as improved ground-penetrating radar systems and high-resolution electromagnetic induction techniques, are significantly enhancing the accuracy and reliability of underground mapping services, further driving market growth.

The necessity for infrastructure maintenance and development is another critical driver for the underground mapping service market. Aging infrastructure in many parts of the world requires regular maintenance and upgrades, and accurate mapping of underground utilities is essential to avoid costly and dangerous disruptions. Additionally, new infrastructure projects, particularly in developing regions, require detailed underground mapping to ensure that new constructions do not interfere with existing subterranean utilities. This demand is likely to grow as countries continue to invest in infrastructure development to support economic growth.

Furthermore, the increasing incidence of unplanned digging accidents is emphasizing the importance of underground mapping services. These accidents can cause significant damage to utilities, lead to service interruptions, and pose serious safety hazards. By utilizing advanced underground mapping services, construction companies and utility providers can minimize the risk of such accidents, leading to more efficient project execution and reduced costs. Public awareness campaigns and regulatory measures are encouraging the adoption of these services, contributing to market expansion.

On a regional level, North America and Europe currently dominate the underground mapping service market due to well-established infrastructure and stringent regulations regarding construction and utility management. However, the Asia Pacific region is expected to witness the highest growth rate during the forecast period. This can be attributed to rapid urbanization, extensive infrastructure development activities, and increased government spending on public utilities in countries like China and India. Latin America and the Middle East & Africa also present significant growth opportunities, driven by the need for new infrastructure and the maintenance of existing utilities.

Service Type Analysis

The underground mapping service market is segmented based on service type into utility mapping, infrastructure mapping, environmental mapping, archaeological mapping, and others. Utility mapping is one of the most critical segments as it involves identifying and documenting underground utilities such as water, gas, and electrical lines. This segment is witnessing substantial growth due to the increasing need to prevent utility damage during excavation and construction activities. The accuracy and efficiency offered by modern mapping technologies are making utility mapping indispensable for urban planning and construction projects.

Infrastructure mapping is another vital segment, focusing on the detailed mapping of subterranean public and private infrastructure. This includes not only utilities but also underground transportation networks, tunnels, and other critical infrastructure elements. The growing global emphasis on infrastructure development, particularly in emerging economies, is boosting the demand for infrastructure mapping services. Accurate mapping ensures the efficient planning and execution of infrastructure projects, minimizing the risk of disruptions and ensuring public safety.

Environmental mapping services are gaining traction as they play a crucial role in environmental conservation efforts. These services

Fire Department Connections (FDC's) points within Fuquay-Varina. These are primarily privately owned and maintained. Mapping of FDC's primarily began from 2015 and later from as-built information provided by new developments, so this should be considered a very limited dataset. Please note that ALL public utility data layers can be downloaded in a single .mpkx (ArcGIS Pro map package file), updated every Friday evening. This .mpkx file can be opened directly with ArcGIS Pro version 3+. Alternatively, you can extract the file geodatabase within it by renaming the file ending .mpkx to .zip and treating it like a zip archive file, for use in any version of ArcGIS Pro or ArcMap software. You can also use QGIS, a powerful, free, and open-source GIS software.The Town of Fuquay-Varina creates, maintains, and serves out a variety of utility information to the public, including its Potable Water System, Sanitary Sewer System, and Stormwater Collection System features. This is the same utility data displayed in our public web map. This utility data includes some features designated as 'private' that are not owned or maintained by the Town, but may be helpful for modeling and other informational purposes. Please pay particular attention to the terms of use and disclaimer associated with these data. Some data includes the use of Subtypes and Domains that may not translate well to Shapefile or GeoJSON downloads available through our Open Data site. Please beware the dangers of cartographic misrepresentation if you are unfamiliar with filtering and symbolizing data based on attributes. Water System Layers:Water LinesWater ValvesWater ManholesFire HydrantsFire Department ConnectionsWater MetersRPZ (Backflow Preventers)Water TankWater Booster StationsHarnett County Water District AreaSewer System Layers:Gravity Sewer LinesForced Sewer LinesSewer ManholesSewer ValvesSewer CleanoutsSewer Pump StationsWastewater Treatment PlantsStormwater System Layers:Stormwater Lines (Pipes)Stormwater Points (Inlets/Outlets/Manholes)Stormwater Control Measure Points (SCM's, such as Wet Ponds / Retention Basins)

The location of wastewater lines in public wastewater systems in the Commonwealth of Kentucky. A wastewater line is a linear cylindrical feature of the wastewater collection systems that is a conduit for the transport of wastewater to a wastewater treatment facility.

A Certificate of Convenience and Necessity (CCN) is issued by the PUCT, and authorizes a utility to provide water and/or sewer service to a specific service area. The CCN obligates the water or sewer retail public utility to provide continuous and adequate service to every customer who requests service in that area. The maps and digital data provided in the Water and Sewer CCN Viewer delineate the official CCN service areas and CCN facility lines issued by the PUCT and its predecessor agencies.This dataset is a Texas statewide polyline layer of water CCN facility lines. The CCNs were digitized from Texas Department of Transportation (TxDOT) county mylar maps. The mylar maps were the base maps on which the CCNs were originally drawn and maintained. CCNs are currently created and maintained using digitizing methods, coordinate geography or imported from digital files submitted by the applicant. TxDOT digital county urban road files are used as the base maps on which the CCNs are geo-referenced.This dataset is a Texas statewide polyline layer of water Certificates of Convenience and Necessity (CCN) facility lines. This type of CCN may either be a Facilities Only (F0), a CCN Facility line (point of use) service area that covers only the customer connections at the time the CCN was granted, or Facilities plus a specified number of feet (usually 200 feet buffer) around the facility line. It is best to view the water CCN facility lines in conjunction with the water CCN service areas, since these two layers together represent all of the retail public water utilities in Texas.*Important Notes: The CCN spatial dataset and metadata were last updated on: October 4, 2022The official state-wide CCN spatial dataset includes all types of CCN services areas: water and sewer CCN service areas; water and sewer CCN facility lines. This CCN spatial dataset is updated on a quarterly, or as needed basis using Geographic Information System (GIS) software called ArcGIS 10.8.2.The complete state-wide CCN spatial dataset is available for download from the following website: http://www.puc.texas.gov/industry/water/utilities/gis.aspxThe Water and Sewer CCN Viewer may be accessed from the following web site: http://www.puc.texas.gov/industry/water/utilities/map.htmlIf you have questions about this CCN spatial dataset or about CCN mapping requirements, please e-mail CCN Mapping Staff: water@puc.texas.govTYPE - Indicates whether a CCN is considered a water or a sewer system. If the CCN number begins with a '"1", the CCN is considered a water system (utility). If a CCN number begins with a "2", the CCN is considered a sewer system (utility).CCN_NO - A unique five-digit number assigned to each CCN when it is created and approved by the Commission. *CCN number starting with an ‘N’ indicates an exempt utility.UTILITY - The name of the utility which owns the CCN.COUNTY - The name(s) of the county(ies) in which the CCN exist.CCN_TYPE –One of three types:Bounded Service Area: A certificated service area with closed boundaries that often follow identifiable physical and cultural features such as roads, rivers, streams and political boundaries. Facilities +200 Feet: A certificated service area represented by lines. They include a buffer of a specified number of feet (usually 200 feet). The lines normally follow along roads and may or may not correspond to distribution lines or facilities in the ground.Facilities Only: A certificated service area represented by lines. They are granted for a "point of use" that covers only the customer connections at the time the CCN is granted. Facility only service lines normally follow along roads and may or may not correspond to distribution lines or facilities in the ground.STATUS – For pending dockets check the PUC Interchange Filing Search

This dataset contains sewer infrastructure locations within the Bellevue service area. The dataset includes components such as inlets, fittings, discharge points, valves, clean outs, stations, manholes, pipes, casings, vaults, and repairs. This comprehensive dataset is essential for managing, maintaining, and planning the city's wastewater collection and treatment system, as well as for infrastructure development and emergency response purposes.

This map layers shows areas in Columbus where the installation of new overhead utilities is contrary to City legislation. Existing overhead utilities do not have to be removed in these areas.

Note: The original version was signed into adoption on October 11, 2006 and a notice appeared in the NJ register on November 6, 2006 NJ. This is a graphical representation of the States Sewer Service Area (SSA) mapping. The SSA mapping shows the planned method of wastewater disposal for specific areas, i.e. whether the wastewater will be collected to a regional treatment facility or treated on site and disposed of through a Surface Water (SW) discharge or a groundwater (GW) discharge. Areas not specifically mapped represent either water features where no construction will occur or land areas that default to individual subsurface disposal systems discharging less than 2,000 gallons/day (gpd) where the site conditions and existing regulations allow. This mapping, in conjunction with the text of the associated Water Quality Management Plan (WQMP), is used to make consistency determinations under the Water Quality Management (WQM) Planning rules, N.J.A.C. 7:15. The SSA mapping is prepared under the Water Quality Management (WQM) Planning rules, N.J.A.C. 7:15 in conjunction with the Statewide WQM Plan, which together constitute the Continuing Planning Process conducted pursuant to the Water Quality Planning Act, N.J.S.A. 58:11A-1 et seq., the Water Pollution Control Act, N.J.S.A. 58:10A-1 et seq., and N.J.S.A. 13:1D-1 et seq., and as required by Sections 303(e) and 208 of the Federal Clean Water Act (33 U.S.C. 1251 et seq.)

The City of Missoula Public Utility Map provides the user with the ability to discover information about public utilities in Missoula, MT. The map includes data on Sanitary Sewer, Stormwater, and Water infrastructure. Feature information includes mains (with flow direction when appropriate), valves, and fire hydrants. Attribute information includes size, material, age, ownership, and as-builts. Water and Sanitary Sewer service connection records are available by parcel; not all service connections have digital documentation at this time.

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Utility Locator Market Size 2024-2028

The utility locator market size is forecast to increase by USD 1.93 billion at a CAGR of 5.48% between 2023 and 2028.

The market is experiencing significant growth, driven by increasing safety and security concerns surrounding the protection of underground utilities. With the rise in gas pipeline laying projects, the demand for utility locators is on the rise. However, the market is not without challenges. The complexity and high costs associated with retrofitting existing infrastructure with utility locating technology pose significant obstacles. Despite these challenges, companies can capitalize on the market's growth potential by investing in innovative solutions that streamline the utility locating process and reduce costs. Additionally, partnerships and collaborations with pipeline operators and construction companies can provide opportunities for market expansion. Overall, the market presents a compelling investment opportunity for companies seeking to address growing safety concerns and capitalize on the increasing demand for utility locating technology.

What will be the Size of the Utility Locator Market during the forecast period?

Request Free SampleThe market in the United States is experiencing significant growth due to the increasing demand for safety and protection during excavation projects. This market encompasses technologies used for detecting and locating subsurface gas pipelines, electricity, oil and gas, and other underground utilities. Traditional digging practices have given way to technologically advanced tools such as Ground Penetrating Radar (GPR) and advanced utility locators that utilize electromagnetic fields. Stringent regulations mandate the use of utility locating services to prevent damage to subterranean facilities, ensuring food security and public safety. The aging infrastructure of utility systems also necessitates continuous inspection and maintenance, further fueling market growth. Additionally, the evolution of utility locating technologies has led to the emergence of referral services and specialized leak detection tools. The market's size is substantial, with continued expansion driven by the growing importance of efficient excavation practices and the need for reliable utility infrastructure in the face of water shortages and increasing energy demands.

How is this Utility Locator Industry segmented?

The utility locator industry research report provides comprehensive data (region-wise segment analysis), with forecasts and estimates in 'USD million' for the period 2024-2028, as well as historical data from 2018-2022 for the following segments. TypeElectromagnetic fieldGPREnd-userOil and gasElectricityTransportationOthersGeographyNorth AmericaUSCanadaEuropeGermanyUKAPACJapanSouth AmericaMiddle East and Africa

By Type Insights

The electromagnetic field segment is estimated to witness significant growth during the forecast period.Utility locating technologies, driven by advanced electromagnetic field locators, have gained significant traction in the industry due to their high efficiency and cost-effectiveness compared to conventional methods. These solutions are primarily used for detecting, mapping, and surveying metallic utilities such as piped natural gas lines, water pipes, and telecommunications cables. The market's growth is further fueled by the increasing demand for technologically advanced products from key participants. For instance, 3M DigiFinder DF-1500, an electromagnetic locator, offers real-time detection and high accuracy, making it a preferred choice for excavation projects. Digital technologies, including GPS-enabled verifiers and geophysical technologies like ground-penetrating radar (GPR), are also gaining popularity in utility locating. GPR, in particular, is increasingly being used for subsurface site characterizations and leak detection in subterranean facilities, including gas lines and water pipes. Additionally, the adoption of 5G technology in utility locating is expected to revolutionize the industry by enabling faster and more precise locating. Safety and protection are paramount in utility infrastructure, and utility locating solutions play a crucial role in ensuring excavation safety. Stringent regulations mandate the use of comprehensive referral services and electromagnetic locators to prevent damage to underground utilities during digging practices. The market's growth is further driven by the increasing importance of preserving food security, transportation infrastructure, and water resources by preventing damage to subsurface utility infrastructure. Non-metallic utilities, such as high-speed rail projects and electricity lines, also require specialized utility locating solutions. Innovative solutions, such as those based on digital technologies, are increasingly being adopted to meet the unique challenges posed by these utilities. For example

Underground Cable Mapping Software Market Outlook

According to our latest research, the global Underground Cable Mapping Software market size reached USD 1.12 billion in 2024, and is projected to grow at a CAGR of 12.7% from 2025 to 2033, reaching an estimated USD 3.33 billion by 2033. The market’s robust expansion is primarily attributed to the increasing need for accurate subsurface utility mapping, driven by rapid urbanization, infrastructure modernization, and the growing complexity of underground utility networks worldwide. As per our comprehensive analysis, the adoption of advanced mapping technologies and the integration of AI and geospatial analytics are further accelerating the demand for sophisticated underground cable mapping solutions across various industries.

One of the most significant growth factors for the Underground Cable Mapping Software market is the global surge in construction and infrastructure development projects. Urban areas are expanding at an unprecedented rate, placing immense pressure on existing utility networks and demanding more precise and reliable mapping solutions. Governments and private developers are increasingly mandating the use of advanced mapping software to minimize risks associated with accidental utility strikes, which can lead to costly delays, safety hazards, and service interruptions. Furthermore, the push towards smart cities and digitally enabled infrastructure is fueling investments in mapping software that can seamlessly integrate with other digital platforms, enabling real-time data sharing and enhanced project coordination. These dynamics are propelling the market forward, as stakeholders recognize the value of minimizing operational risks and maximizing efficiency through accurate underground asset visualization.

Technological advancements play a pivotal role in shaping the future of the Underground Cable Mapping Software market. The integration of artificial intelligence, machine learning, and advanced geospatial analytics has revolutionized the ability to detect, map, and manage underground utilities with unparalleled accuracy. Modern mapping software now offers features such as 3D visualization, real-time data integration, and predictive maintenance capabilities, empowering utilities and construction firms to make data-driven decisions. Additionally, the growing adoption of cloud-based deployment models is enhancing collaboration among project teams, enabling remote access to mapping data, and reducing IT infrastructure costs. These innovations are not only improving the safety and reliability of underground utility management but are also opening new avenues for market growth, particularly as industries seek to leverage digital transformation for competitive advantage.

Another key growth driver is the increasing regulatory emphasis on safety and compliance in utility management. Regulatory bodies across the globe are implementing stringent guidelines to ensure the accurate documentation and mapping of underground assets. Non-compliance can result in severe penalties, legal liabilities, and reputational damage, prompting organizations to invest in robust mapping software that ensures regulatory adherence. Moreover, the rising incidence of utility strikes and the associated economic losses are compelling stakeholders to prioritize preventive measures, further boosting the adoption of advanced mapping solutions. The integration of mapping software with asset management and maintenance systems is enabling organizations to streamline operations, reduce downtime, and enhance service reliability, thereby supporting long-term market growth.

From a regional perspective, North America currently dominates the Underground Cable Mapping Software market, owing to its mature utility infrastructure, high adoption of digital technologies, and stringent regulatory frameworks. Europe follows closely, driven by extensive infrastructure modernization initiatives and increasing investments in smart city projects. The Asia Pacific region is emerging as a high-growth market, propelled by rapid urbanization, large-scale infrastructure projects, and rising awareness of the benefits of underground cable mapping. Latin America and the Middle East & Africa are also witnessing steady growth, supported by government-led infrastructure development and the gradual digitalization of utility networks. Each region presents unique opportunities and challenges, with local regulations, technological maturity, and market dynamics influencing the pace a