This Esri supported add-in is useful for the following:Deleting a large number of selected control points, parcels, connection lines, or line points from versioned or un-versioned fabrics.Finding and optionally deleting inconsistent fabric records such as points that are not attached to lines, lines with the same from and to points, lines that are not attached to parcels, parcels with no lines, and line-points with incorrect point references, in one of two waysIn batch for the whole fabric, orBy dragging a small rectangle over fabric lines and points in the map.Finding and optionally deleting empty plans.Truncating fabric tables on an un-versioned fabric (removes ALL rows from the chosen fabric tables)For a full description of how to use this tool, please read the Add-in documentation:Delete Fabric Records Add-in.The source code is available on GitHub.Installing a different version of an add-in.If you are installing the add-in directly on your client machine, as opposed to placing the add-in file at a network share location, then follow these steps:First un-install the version currently on the client machine. 1. In ArcMap go to Customize -> Add-in Manager2. On the Add-ins tab click to select the add-in you want to un-install, and then click the Delete button.3. Click Yes on the dialog that asks for confirmation on the delete.4. Click Close.5. Close ArcMap.6. Start ArcMap and use Add-in Manager to confirm the add-in is not listed under the My Add-ins section of the left pane.7. Close ArcMap.8. Double-click the add-in file for the version of the add-in that you want to install.9. Click the Install Add-in button.10. Start ArcMap and use Add-in Manager to confirm that the desired version of the add-in is now listed under My Add-ins.Troubleshooting Notes: A. if problems are encountered when attempting to run the add-in, check to make sure you have privileges on the well-known folder. You should be able to browse to the file add-in location on disk, in the well-known folder: C:\Users<username>\Documents\ArcGIS\AddIns\Desktop10.<0-1>\B. Alternatively, consider using a network share for your add-in, and follow the steps below.C. Make sure that the add-in is being loaded from ONLY ONE location, by confirming that you do not have the add-in file on both a network share as well as on your well-known folder location. This can cause conflicts and may result in the add-in not loading.If you use a network share to load the add-in, then follow these steps:1. In ArcMap go to Customize -> Add-in Manager.2. In the left pane on the Add-ins tab, scroll down to the Shared Add-ins.3. Under Shared Add-ins, click on the add-in name that you want to change and confirm the add-in version in the right pane is the one you want to change from.4. Click the Options tab on the Add-in Manager and get the share location for the add-in you want to change from.4. Click Close on the Add-in Manager and close ArcMap.5. Using the required privileges, browse to the share location and replace the add-in file with the version of the add-in file that you want to change to.6. Start ArcMap and use Add-in Manager to confirm that the desired version of the add-in is now listed under Shared Add-ins.General notes and resources:A. See the Administrator Settings heading under the help section here: https://bit.ly/2XD5mb8B. Additional uninstall and re-install steps:https://bit.ly/2xN8dPy

Rockfish Conservation Areas (RCAs) are closed areas for west coast groundfish fisheries and for some fisheries that may incidentally take groundfish as bycatch. The RCA boundary line is a connection of a series of GPS coordinates published in federal regulations (See 50 CFR 660.71-660.74) that are intended to approximate underwater depth contours. RCA boundaries are used in groundfish regulations to avoid interactions with certain groundfish species of concern and may change between seasons and Recreational Fishing Management Areas. The process of digitizing these boundary lines is as follows: 30, 40, 50, 100, and 150fm waypoint .csv files were downloaded from NOAA’s West Coast Groundfish Closed Areas website https://www.fisheries.noaa.gov/west-coast/sustainable-fisheries/west-coast-groundfish-closed-areas and imported into ArcGIS Pro. Each point feature was clipped to ocean waters offshore of California and merged together. “Fathom” was added as a field to each shapefile and populated with the corresponding depth in fathoms. Boundary lines for each shapefile (30, 40, 50, 100, and 150 fm) were created using the “Points to line” tool. Line Field: “area_name”. Attribute Source: Start Point. Transfer Fields: FID, area_name, Fathom. Attributes: area_name: Unique name field displaying depth and location. Fathom: Approximate depth in fathoms of contour line. Region: Describes which of the five groundfish management zones the section of the contour line is in.

This feature depicts the 20-fathom boundary waypointsthat can be used in California groundfish regulations. The 20-fathom boundary line is a connection of a series of GPS coordinates published in California regulations (California Code of Regulations Title 14, Section 35.00) that are intended to approximate underwater depth contours. This boundary, as well as the federal Rockfish Conservation Areas, are used in recreational and commercial groundfish regulations to avoid interactions with certain groundfish species of concern. For both the recreational and commercial fisheries, boundary lines may change during the year, between seasons and management area. Attributes:id_area: unique identifying number for a particular coordinate within a particular line.area_name: identifying name for a particular line at a particular depth contour, primarily distinguishes between coastwide lines and lines around islands.lat_dd: Decimal degree latitude of the waypoint.lon_dd: Decimal degree longitude of the waypoint.lat_ddm: Decimal degree minute latitude of the waypoint.lon_ddm: Decimal degree minute longitude of the waypoint.region: Groundfish Management Zone that the waypoint is in.

This layer indicates the location of the observed stream temperature records used for the NorWeST database summaries. NorWeST summer stream temperature scenarios were developed for all rivers and streams in the western U.S. from the greater than 20,000 stream sites in the NorWeST database where mean August stream temperatures were recorded. The resulting dataset includes stream lines (NorWeST_PredictedStreams) and associated mid-points NorWest_TemperaturePoints) representing 1 kilometer intervals along the stream network. Stream lines were derived from the 1:100,000 scale NHDPlus dataset (USEPA and USGS 2010; McKay et al. 2012). Shapefile extents correspond to NorWeST processing units, which generally relate to 6 digit (3rd code) hydrologic unit codes (HUCs) or in some instances closely correspond to state borders. The line and point shapefiles contain identical modeled stream temperature results. The two feature classes are meant to complement one another for use in different applications. In addition, spatial and temporal covariates used to generate the modeled temperatures are included in the attribute tables at https://www.fs.usda.gov/rm/boise/AWAE/projects/NorWeST/ModeledStreamTemperatureScenarioMaps.shtml. The NorWeST NHDPlusV1 processing units include: Salmon, Clearwater, Spokoot, Missouri Headwaters, Snake-Bear, MidSnake, MidColumbia, Oregon Coast, South-Central Oregon, Upper Columbia-Yakima, Washington Coast, Upper Yellowstone-Bighorn, Upper Missouri-Marias, and Upper Green-North Platte. The NorWeST NHDPlusV2 processing units include: Lahontan Basin, Northern California-Coastal Klamath, Utah, Coastal California, Central California, Colorado, New Mexico, Arizona, and Black Hills.

SPU DWW Mainline Points is a Group Layer containing all Lifecycles, Ownerships, and other variations of Drainage and Wastewater Mainlines Points.Proposed Mainline End Points are planned but not yet installed or as-built.SPU DWW Aba Rem Mainline End Points refers to Abandoned and Removed Mainline End Points.Force Mainline End Points are Mainline End Points under pressure. Detention Lines and Polygons refer to Mainline End Points for Detention Infrastructure.DWW Mainline Connection Points Wyes refer to side sewer and lateral connection points on mainlines.The data is refreshed weekly and is maintained by the SPU GIS Data Maintenance Team.

MRGP NewsIf you already have an ArcGIS named user, join the MRGP Group. Doing so allows you complete the permit requirements under your organization's umbrella. As a group member you get access to the all the MRGP items without having to log-in and log-out. If you don’t have an ArcGIS member account please contact Chad McGann (MRGP Program Lead) at 802-636-7239 or your Regional Planning Commission’s Transportation Planner. April 9, 2025. Conditional logic in webform for the newly published Open Drainage Survey was not calculating properly leading to some records with "Undetermined" status and priority. Records have been rescored and survey was republished with corrective logic. Field App version not impacted.March 11, 2025. The Road Erosion Inventory Survey123 questions for Open Drainage Roads are being streamlined to make assessments faster. Coming April 1st, the survey will be changed to only ask if there is erosion depending on if the corresponding practice type is failing. This aims at using erosion as an indicator to measure the success of each of the four Open Drainage road elements to handle stormwater: crown, berm, drainage, turnout.March 29, 2023. For MRGP permitting, Lyndonville Village (GEOID 5041950) has merged with Lyndonville Town (GEOID 5000541725). 121 segments and 14 outlets have been updated to reflect the administrative change. December 8, 2023. The Open Drainage Road Inventory survey has been updated for the 2024 field season. We added and modified a few notes for clarification and corrected an issue with users submitting incomplete surveys. See FAQ section below for how to delete the old survey and download the new one. The app will notify you there's an update, and execute it, but we've experienced select-one questions with duplicate entries.November 29, 2023. The Closed Drainage Road Inventory survey has been updated for the 2024 field season. There's a new outlet status option called "Not accessible" and conditional follow-up question. This has been added to support MS4 requirements. See FAQ section below for how to delete the old survey and download the new one. The app will notify you there's an update and execute it for you but we've experienced select-one questions with duplicate entries. Reporter for MRGPThe Reporter for MRGP doesn't require you to download any apps to complete an inventory; all you need is an internet connection and web browser. The Reporter includes culverts and bridges from VTCULVERTS, town highways from Vtrans, current status for MRGP segments and outlets and second cycle progress. The Reporter is a great way to submit work completed to meet the MRGP standards. MRGP Fieldworker SolutionStep 1: Download the free mobile appsFor fieldworkers to collect and submit data to VT DEC, two free apps are required: ArcGIS Field Maps and Survey123. ArcGIS Field Maps is used first to locate the segment or outlet for inventory, and Survey123, for completing the Road Erosion Inventory.• You can download ArcGIS Fields Maps and Survey123 from the Google Play Store.• You can download ArcGIS Field Maps and Survey123 from Apple Store.Step 2: Sign into the mobile appYou will need appropriate credentials to access fieldworker solution, Please contact your Regional Planning Commission’s Transportation Planner or Chad McGann (MRGP Program Lead) at 802-636-7239.Open Field Maps, select ‘ArcGIS Online’ as shown below, and enter the user name and password. The credential is saved unless you sign out. Step 3: Open the MRGP Mobile MapIf you’re working in an area that has a reliable data connection (e.g. LTE or 4G), open the map below by selecting it.Step 4: Select a road segment or outlet for inventoryUsing your location, highlighted in red below, select the segment or outlet you need to inventory, and select 'Update Road Segment Status' from the pop-up to launch Survey123.

Step 5: Complete the Road Erosion Inventory and submit inventory to DECSelecting 'Update Road Segment Status' opens Survey123, downloads the relevant survey and pre-populates the REI with important information for reporting to DEC. You will have to enter the same username and password to access the REI forms. The credential is saved unless you sign out of Survey123.Complete the survey using the appropriate supplement below and submit the assessment directly to VT DEC.Paved Roads with Catch Basin SupplementPaved and Gravel Roads with Drainage Ditches Supplement

Step 6: Repeat!Go back to the ArcGIS Field Maps and select the next segment for inventory and repeat steps 1-5.

If you have question related to inventory protocol reach out to Chad McGann, MRGP Program Lead, at chad.mcgann@vermont.gov, 802-636-7396.If you have questions about implementing the mobile data collection piece please contact Ryan Knox, ADS-ANR IT, at ryan.knox@vermont.gov, (802) 793-0297

How do I update a survey when a new one is available?While the Survey123 app will notify you and update it for you, we've experienced some select-one questions having duplicate choices. It's a best practice to delete the old survey and download the new one. See this document for step-by-step instructions.I already have an ArcGIS member account with my organization, can I use it to complete MRGP inventories?Yes! The MRGP solution is shared within an ArcGIS Group that allows outside organizations. Click "join this group" and send an request to the ANR GIS team. This will allow you complete MRGP requirements for the REI and stay logged into your organization. Win-win situation for us both!AGOL Group: https://www.arcgis.com/home/group.html?id=027e1696b97a48c4bc50cbb931de992d#overviewThe location where I'm doing inventory does not have data coverage (LTE or 4G). What can I do?ArcGIS Field Maps allows you take map areas offline when you think there will be spotty or no data coverage. I made a video to demonstrate the steps for taking map areas offline - https://youtu.be/ScpQnenDp7wSurvey123 operates offline by default but you need to download the survey. My recommendation is to test the fieldworker solution (Steps 1-5) before you go into the field but don't submit the test survey.How do remove an offline area and create a new one? Check out this how-to document for instructions. Delete and Download Offline AreaWhere can I download the Road Erosion Scoring shown on the the Atlas? You can download the scoring for both outlets and road segments through the VT Open Geodata Portal.https://geodata.vermont.gov/search?q=mrgpHow do I use my own map for launching the official MRGP REI survey form? You can use the following custom url for launching Survey123, open the REI and prepopulate answers in the form. More information is here. TIP: add what's below directly in the HTML view of the popup not the link as described in the post I provided.

Segments (lines):Update Road Segment StatusOutlets (points):Update Outlet Status

How do I save my name and organization information used in subsequent surveys? Watch this short video or execute the steps below:

Open Survey123 and open a blank REI form (Collect button) Note: it's important to open a blank form so you don't save the same segment id for all your surveys Fill-in your 'Name' and 'Organization' and clear the 'Date of Assessment field' (x button). Using the favorites menu in the top-right corner you can use the current state of your survey to 'Set as favorite answers.' Close survey and 'Save this survey in Drafts.' Use Collector to launch survey from selected feature (segment or outlet). Using the favorites menu again, 'Paste answers from favorite.

What if the map doesn't have the outlet or road segment I need to inventory for the MRGP? Go Directly to Survey123 and complete the appropriate Road Erosion Inventory and submit the data to DEC. The survey includes a Geopoint (location) that we can use to determine where you completed the inventory.

Where can I view the Road Erosion Inventories completed with Survey123? Use the web map below to view second cycle inventories completed with Survey123. The first cycle inventories can be downloaded below. First cycle inventories are those collected 2018-2022.Web map - Completed Road Erosion Inventories for MRGPWhere can I download the 2020-2022 data collected with Survey123?Road Segments (lines) - https://anrmaps.vermont.gov/websites/MRGP/MRGP2020_segments.zipOutlets (points) - https://anrmaps.vermont.gov/websites/MRGP/MRGP2020_outlets.zipWhere can I download the 2019 data collected with Survey123?

Road Segments (lines) -

This wye pipes feature class represents current wastewater information connecting the sewer service to either side of the street 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.Associated information about the wastewater Wye is entered into attributes. Principal attributes include:WYE_SUBTYPE: wye subtype is the principal field that describes various types of points as either Chimney, Chimney Riser, Offset Chimney Riser, Siphon, Special Case, Spur, Tap, Tee, Unclassified, Vertical Tee, Vertical Tee Riser, Wye, Wye Drawn as a Tap.For a complete list of attribute values, please refer to (TBA Wastewater data dictionary).Wastewater Wye pipes lines layer was created in geographical information systems (GIS) software to display the location of wastewater wye pipes. The wyes 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 wye pipes lines features are sewer pipe connections for buildings. The features in the Wastewater connector wye points layer is a related structure connected with the wye pipe line. The WYE_ID field value is the unique ID. The WYE_ID field relates to the Sewer Permit tables. The annotation wye features are displayed on maps alongside features from the Wastewater Sewer Wye pipes lines layer. The wastewater wye 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. Wye pipe information should only be added to the Wastewater wye 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 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:SPECIAL_STRUCT: This attribute is the basin number.TOP_: When a chimney is present, this is the depth at the top of the chimney.BOTTOM: When a chimney is present, this is the depth at the bottom of the chimney.PL_HUNDS: This value is the hundreds portion of the stationing at the property line.SHAPE: Feature geometry.USER_ID: The name of the user carrying out the edits of the wye pipes data.TYPE: This is the old wye status and is no longer referenced.REMARKS: This attribute contains additional comments regarding the wye line segment, such as a line through in all caps when lined out on wye maps.WYE_NO: This value is the number of the line segment for the wye structure located along the pipe segment. This is a 2 digit value. The number starts at 1 for the first wye connected to a pipe. The numbers increase sequentially with each wye being unique.WYE_ID: The value is a combination of PIPE_ID and WYE_NO fields, forming a unique number. This 19 digit value is a key attribute of the wye lines data layer. This field relates to the Permit tables.C_TENS: This value is the tens portion of the stationing at the curb line.C_HUNDS: This value is the hundreds portion of the stationing at the curb line.WYE_SUBTYPE: This value is the type of sewer connection. Values: • 2 - Tap. • 8 - Siphon. • 13 - Wye Drawn as a Tap. • 9 - Special Case. • 6 - Chimney riser. • 4 - Chimney. • 5 - Vertical Tee Riser. • 7 - Vertical tee. • 10 - Spur. • 11 - Unclassified. • 12 - Offset Chimney Riser. • 1 - Wye. • 3 - Tee.SIDE: The side of the pipe looking up stream to which structure attaches. Values: • U - Unknown. • L - Left. • R - Right. • C - Centered.ASSETID: User-defined unique feature number that is automatically generated.PL_DEPTH: This value is the depth of the service connection at the property line.DEPTH: This value is the depth of the Wye from the surface in feet.STAT_HUND: This value is the hundreds portion of the stationing.ENG_DIST: LA City Engineering District. The boundaries are displayed in the Engineering Districts index map. Values: • H - Harbor Engineering District. • C - Central Engineering District. • V - Valley Engineering District. • W - West LA Engineering District.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 and to the field named PIPE_ID in the Pipe line feature class data layers.OBJECTID: Internal feature number.ENABLED: Internal feature number.REHAB: This attribute indicates if the wye pipe has been rehabilitated.C_DEPTH: This value is the depth of the service connection at the curb line.STAT_TENS: This value is the tens portion of the stationing.BASIN: This attribute is the basin number.LAST_UPDATE: Date of last update of the point feature.STATUS: This value is the active or inactive status of the wye pipes. Values: • Capped - Capped. • INACTIVE - Inactive.PL_TENS: This value is the tens portion of the stationing at the property line.CRTN_DT: Creation date of the point feature.SERVICEID: User-defined unique feature number that is automatically generated.SHAPE_Length: Length of feature in internal units.

This layer shows water laterals that run between the water main and the service connection point at private properties. These small-diameter pipes are part of the municipal distribution system up to the property line. Attributes may be limited for privacy or generalization.

This data set is a digital soil survey and generally is the most detailed level of soil geographic data developed by the National Cooperative Soil Survey. The information was prepared by digitizing maps, compiling information onto a planimetric correct base and digitizing, or by revising digitized maps using remotely sensed and other information. This data set consists of georeferenced digital map data and computerized attribute data. The map data are in a soil survey area extent format and include a detailed, field verified inventory of soils and miscellaneous areas that normally occur in a repeatable pattern on the landscape and that can be cartographically shown at the scale mapped. A special soil features layer (point and line features) is optional. This layer displays the location of features too small to delineate at the mapping scale but large enough and contrasting enough to significantly influence use and management. The soil map units are linked to attributes in the National Soil Information System relational database, which gives the proportionate extent of the component soils and their properties.Soil Data Access WMS 1.3.0 & WFS 2.0.0 Web Services Help Soil Data Access Web Service HelpIndividual Metadata [XML]

This layer is part of Hamilton City Council's Freshwater Dataset.If you wish to download and consume this entire dataset - click on the link for the file format(s) of your choosing: CAD (DWG)

Please note that the links above may change at any time. For best practice, please refer to this page for the correct links.

If any of the links are above are not functioning, please let us know at gis@hcc.govt.nz.

This Water (Freshwater) dataset contains the following layers:

Water Valve (A tap on a main that controls the flow of water along that main) Water Service Valve (A tap on a service line that controls the flow of water along that line) Water Service Line/Connection (A pipe that delivers water from the main to a building for consumption) Water Meter (A device that measures and displays the amount of water passing through the associated main or service line) Water Main Offset (A point along a main indicating the distance of the main from another known point such as the property boundary or kerb) Water Main Crossover Junction (The junction of one or more pipes where the pipes do not intersect - aka crossover junction) Water Main Abandoned (A water main that is still in the ground, but is now disused and no longer forms part of the active network) Water Hydrant (A tap supplying access to high-pressure water to fight fires, flush pipes and fill water trucks) Water Chamber MH (An opening/structure in a water chamber for the purpose of allowing operators or equipment access to the inside of the chamber) Water Chamber (A chamber on a water main (except bulk mains) containing operational or monitoring devices such as valves or flow meters) Water BM Chamber (A chamber on a water bulk main containing operational devices such as valves or flow meters) Water BM AV Chamber (A chamber on a water bulk main containing an air valve) Water Backflow Device (A device which prevents the accidental backflow of contaminated water into the water system) Water Asbuilts (Plans showing the location and alignment of basic water infrastructure as it was constructed on site, as provided by the contractor or their representatives. Data has not yet been fully incorporated into the Council GIS or asset management system)

Hamilton City Council 3 Waters data is derived from the Council’s GIS (ArcGIS) dataset. The GIS dataset is synchronised with asset data contained in the Council’s Asset Management (IPS) database. A subset of the GIS dataset has been made available for download.

This GIS dataset is currently updated weekly which in turn dynamically updates to the WLASS open data site. Any questions pertaining to this data should be directed to the City Waters Asset Information Team at CityWatersAssetInfo@hcc.govt.nz

Hamilton City Council does not make any representation or give any warranty as to the accuracy or exhaustiveness of the data released for public download. Levels, locations and dimensions of works depicted in the data may not be accurate due to circumstances not notified to Council. A physical check should be made on all levels, locations and dimensions before starting design or works.

Hamilton City Council shall not be liable for any loss, damage, cost or expense (whether direct or indirect) arising from reliance upon or use of any data provided, or Council's failure to provide this data.

While you are free to crop, export and re-purpose the data, we ask that you attribute the Hamilton City Council and clearly state that your work is a derivative and not the authoritative data source. Please include the following statement when distributing any work derived from this data:

‘This work is derived entirely or in part from Hamilton City Council data; the provided information may be updated at any time, and may at times be out of date, inaccurate, and/or incomplete.'

While the Waimakariri District Council has taken all reasonable care in providing correct information, all information should be considered as being illustrative and indicative only. Your use of this information is entirely at your own risk. You should independently verify the accuracy of any information before taking any action in reliance upon it.The Council does not guarantee the existence of laterals (service lines) to vacant lots, regardless of whether a lateral (service line) is shown or not.If you are planning on undertaking any excavation work, please request service plans via beforeUdig to ensure you receive all the required information.Read full disclaimer here.A full description is available in the Metadata and 3 Waters Asset Information Metadata Standard.AbstractThis dataset displays water supply service line assets within the Waimakariri District (WDC) area. This data is collected to support the maintenance and management of WDC's water supply network. This layer includes fields that classify, e.g., material, length, diameter etc.For other water supply pipe assets, please refer to the other water pipe datasets: Network Mains & Facility Pipes and Water Pipes Other.A Pipe, in general terms, represents a group of asset types that can be categorised by the following definition – ‘A man-made, hollow tube used for the transmission of water’.Pipes can be used for a variety of purposes including:- Delivering potable water to network users- Conveying stormwater and wastewater to treatment facilities and outfalls- Ducting used to enclose pipes or other linear assetPipe asset types include conduit, ventilation pipe, culvert, facility pipe, manifold, network main, service line, subsoil drain and tunnel.Service Line: a reticulation pipe that forms the connection between a private property utility pipe and the Council reticulation network. The demarcation point is usually the service connection box for a potable water supply or the property boundary for a sewer or stormwater connection.Please refer to the 3 Waters Asset Information Metadata Standard Data Standard for further information.Update FrequencyDailyPoint of ContactWaimakariri District CouncilLineageData has been compiled from a number of sources and its accuracy may vary (e.g. Field Verification, Deposited Plans, AsBuilt plans and forms, sketches, aerial photo, Google Street View). Attribute information is stored in Waimakariri District Council's Asset Management System. This is joined to a spatial dataset containing the location of each asset and published as a GIS feature layer for use within WDC GIS applications, Before U Dig, and open data portal. There may be delays before data is updated to reflect changes in an area.

This data set shows utility lines that provide services for:powerwatercommunicationsheating fuelThey include:communication lines/submerged communication lineshydro lines/submerged hydro linesnatural gas pipelines/submerged natural gas pipelineswater pipelines/submerged water pipelinesunknown pipelinesunknown transmission linesAdditional Documentation Utility Line - Data Description (PDF) Utility Line - Documentation (Word)

Status
Required: data needs to be generated or updated

Maintenance and Update Frequency
Not planned: there are no plans to update the data

Contact
Ontario Ministry of Natural Resources - Geospatial Ontario, geospatial@ontario.ca

Recommendations Not for legal purposes. This data is collected with varying aerial photography dates and scales. It is a snap shot in time and maintenance of these features are uncertain.CAVEAT:Data for this information holding varies by OMNR District in terms of...-Completeness: - Concentrated surveys in one or more areas of the District. - Instances where no surveys were initiated, even though there is evidence of the value. - Instances where the value is not known to exist within the District. - Instances where attributes collected for the value will be minimal to verbose. - The data may exist only in a tabular form (files, hardcopy maps) within the District.-Accuracy: -Dependant on the value's source capture methodology. -G.P.S. coordinates vs. sketched location. -Generalized location (buffered point) vs. mapped area (polygon)-Vintage: -New vs. old value survey information for values in part(s) or all of the District.-Sensitivity: -Some OMNR Districts may consider a specific value or group of values sensitive, others may not. -Some of the values may be flagged as sensitive due to intellectual copyright. (i.e.: Professional Research). -The value may be flagged as sensitive due to its link or relation to First Nation Peoples. Please refer to this same section within the OMNRF District's version of this record for specific use constraints details.

Sec. 368 Corridor Label: Depicts names of designated Section 368 Energy CorridorsSec. 368 Corridor Milepost: This layer depicts milepost point locations along the designated (per the requirements of Section 368 of the Energy Policy Act of 2005) as West-wide energy corridor centerlines in Bureau of Land Management and U.S. Forest Service Records of Decision in connection with the final Programmatic Environmental Impact Statement, Designation of Energy Corridors on Federal Land in the 11 Western States, November 2008. It is intended only as a means to describe locations along the designated corridors. Gaps in the corridor centerlines exist where federal land is not present and there are no designated corridors in these locations, however the gap distances are accounted for in the mileposting, and some mileposts exist in the gaps for continuity in the referencing system.Sec. 368 Designated Corridor - Current: This layer depicts areas which have been designated (per the requirements of Section 368 of the Energy Policy Act of 2005) as West-wide energy corridors in Bureau of Land Management and U.S. Forest Service management plans in connection with the final Programmatic Environmental Impact Statement, Designation of Energy Corridors on Federal Land in the 11Western States, November 2008 and the subsequent Records of Decision.Sec. 368 Designated Corridor - Historic: This layer depicts areas which have been Prohibited from Designation or Revised (per the requirements of Section 368 of the Energy Policy Act of 2005) as West-wide energy corridors in Bureau of Land Management and U.S. Forest Service management plans in connection with the final Programmatic Environmental Impact Statement, Designation of Energy Corridors on Federal Land in the 11Western States, November 2008 and the subsequent Records of Decision.Sec. 368 Designated Corridor Centerline: This layer depicts lines which have been designated (per the requirements of Section 368 of the Energy Policy Act of 2005) as West-wide energy corridor centerlines in Bureau of Land Management and U.S. Forest Service management plans in connection with the final Programmatic Environmental Impact Statement, Designation of Energy Corridors on Federal Land in the 11Western States, November 2008, and the subsequent Records of Decision. Each segment is also attributed with starting and ending mileposts.Regional Review Boundary: Regional review boundaries for Section 368 Energy Corridor reviews.Transmission Line (Wyoming BLM): This feature class contains existing above-ground transmission line geometry across the state of Wyoming. It was digitized from the 2015 NAIP aerial imagery dataset, and was checked for content against the Wyoming Infrastructure Authority data (via NREX) and Platts database data supplied by the BLM National Operations Center. This feature class will continue to be updated on an annual basis in correlation with the BLM's aviation hazards map products revision schedule.Legacy Locally Designated Corridor Area: The dataset consists of locally designated corridors. The dataset was created by combining corridors from multiple BLM sources. Datasets:Existing utility corridors on Kingman Field Office lands (received 9/3/14) Utah corridors (received 9/11/14)Designated BLM utility corridors in Montana (received 9/3/14)Utility corridors as identified by the Resource Management Plan on land managed by the USDOI Bureau of Land Management in the San Luis Valley in SouthCentral Colorado (received 5/14/09)Utility Corridors for the BLM California Desert District (received 7/10/09)Utility corridors in Nevada identified in various land use plans (received 9/3/14) Corridors in Nevada (received 11/3/08)Corridors in the Southern Nevada District Office (received 10/26/16) ROW Corridor designated in Gunnison RMP (received 10/20/2017)Text and map-based descriptions of corridors to remove in Arizona (received 11/8/2017)Legacy Locally Designated Corridor Centerline: This map is designed to display the utility corridors identified in various land use plans. It is a line coverage where lines are assigned labels of existing (some utility in the corridor) corridor, a designated (no utility using the corridor yet) corridor.BLM Solar Energy Zone: This dataset represents Solar Energy Zones available for utility-grade solar energy development under the Bureau of Land Management's Solar Energy Program Western Solar Plan. For details and definitions, see the website at http://blmsolar.anl.gov/sez/.BLM Solar Energy Zone Labels: This feature class was developed to represent Solar Energy Zones as part of the Bureau of Land Management's Solar Energy Program Western Solar Plan.BLM AZ Renewable Energy Dev. Areas: BLM RDEP ROD data. Restoration Design Energy Project Record of Decision, January 2013. This represents the REDA data based upon known resources listed in the ROD Table 2-1, Areas with Known Sensitive Resources (Eliminated from REDA Consideration), known at the time of January 2013. The REDAs may be changed in the future based upon changes in sensitive resources or further analysis and site specific analysis and new baseline data. RDEP decisions are only BLM-administered lands.Bureau of Land Management, Arizona State Office, in conjunction with Environmental Management and Planning Solutions, Incorporated (EMPSi).BLM DRECP Development Focus Area (DFA): This feature class represents Development Focus Areas (DFAs) in the Desert Renewable Energy Conservation Plan (DRECP) Region.BLM DRECP Variance Land: This feature class represents Variance Process Lands in the DRECP.WGA Western Renewable Energy Zone: Depicts renewable energy zone points centered in "geographic areas with at least 1,500 MW of high quality renewable energy within a 100 mile radius", as developed by the Western Governors'Association and U.S. Department of Energy in June 2009. Methodology used to create the dataare described in the WGA report: "Western Renewable Energy Zones - Phase 1Report: Mapping concentrated, high quality resources to meet demand in the WesternInterconnection's distant markets." June 2009.

Seven legacy systems were migrated to Auckland Council’s GIS environment where the creation of new assets and maintenance of existing assets are now being undertaken. Using asbuilts sent to the stormwater team from development engineers and/or internal projects, the geometry and attributes of stormwater assets are captured using standard ArcGIS editing functionality. Whilst due care has been taken to capture the assets as accurately as possible, the data is indicative and cannot be considered to align to any particular boundaries or features including cadastral.

A wellbore is a path of drilled footage from the Well Origin to a terminating point. The location of each wellbore is the wellbore’s well origin. A well origin is the location on the surface of the earth or sea bed where the drill bit penetrates the earth to establish or rework a well. Definitions for wellbore and well origin taken from PPDM ‘what is a well’: https://whatisawell.ppdm.org/.Data collection starts once a well has been spudded when the operator submits a spud notification on WONS. The NSTA will issue an official well number via WONS, which is to be used for all data and records resulting from the well’s drilling.All well data requirements are set out in the documents Petroleum Operations Notices (PON) 9 (offshore) and PON 9b (onshore). Onshore operators have a statutory obligation to also supply well data to the British Geological Survey (BGS). Visit the BGS website for more information.Well Bottom Hole is the bottom hole location of the borehole at its final measured total depth.Top Hole - Bottom Hole, Straight Line Connection is a straight line connection from the top hole location and bottom hole location, it is not a wellbore path.

DownloadA daily extract of the NPDES Conveyance dataset is available for download as a zipped file geodatabase.BackgroundAs a government agency that owns and maintains separate storm sewer systems, the Maryland State Highway Administration (SHA) is mandated to file a National Pollutant Discharge Elimination System (NPDES) permit with the Maryland Department of the Environment (MDE). The permit requires the inventory, inspection, and maintenance of SHA stormwater infrastructure. SHA is responsible for maintaining storm drain infrastructure on more than 5,000 miles of roadway statewide. SHA has developed a program consisting of SHA personnel, data managers, and subject matter experts to support the permit requirements and maintain these roadways. The tasks involved in the SHA NPDES data collection program are often completed by engineering consultants for SHA.The data are organized into a series of drainage systems with stormwater management facilities that are interconnected, allowing for flow-tracing function through distinct systems. A drainage system is defined as a series of storm drain structures or point features (i.e., manholes, inlets, endwalls) that connect hydraulically through conveyance features such as pipes and / or ditches. Closed and open storm drain structures are connected by pipe and ditch conveyance to create the drainage system. Stormwater management facilities (SWMF), also known as stormwater best management practices (BMP) are inventoried with the storm drain system. A system can include both open and closed storm drain features.ConveyanceConveyance features to be identified and inventoried include actual, physical features (pipes and ditches) and database connectivity features (hydraulic connectors). Conveyance is represented as line features in the database. Although they do not physically exist, hydraulic connectors should be inventoried to facilitate connection of drainage systems through stormwater BMPs; this is the only case where a hydraulic connector is created. Not every pipe or ditch conveyance is inventoried, but generally all conveyances between structures are inventoried. Conveyance features will have an upstream and downstream structure. When contract plans are not available showing proper conveyance for a storm drain system, conveyance can be determined by looking at the pipe(s) direction inside of structures. Field crews are not required to open manhole lids, and conveyance can be assumed at the field crew’s discretion when plans are not available.Pipes, Cross Culverts, & Driveway CulvertsPipes connect structures together in a system to maintain conveyance. Pipes consist of closed storm drain pipes, cross culverts, and driveway culverts. Rules for collecting cross culvert and driveway culvert pipes are described below. The following are rules that should be followed when collecting pipes within the storm drain network:All pipes between closed storm drain structures are inventoried.Pipes less than five feet in height are inventoried within SHA ROW.Pipes that are greater than five feet in height are not inventoried if they do not connect to closed storm drain structures. Pipes that are greater than five feet in height and do connect to closed storm drain structures are inventoried with the storm drain network.Closed storm drain systems that outfall through a pipe or culvert that is greater than five feet in height are inventoried. Pipe size, shape, invert, and material are recorded for all pipes. Because field crews are not required to open grates or manhole lids, this attribute information is most often gathered from contract plans. Pipe sizes and material should be verified in the field by observation through inlet grates and at end structures (headwalls, end sections, outfalls, projection pipes). Field crews should become familiar with different pipe sizes and materials prior to conducting field inventory.Cross Culverts are pipes, boxes, or arches that convey water from one side of the ROW to the other side, usually under the roadway. Cross culverts are inventoried as pipes. Depending on the situation and culvert size, not all cross culverts will be inventoried. The following are rules that should be followed when collecting cross culverts:The culvert height is determined from contract plans when available. Otherwise care should be taken to measure and estimate the actual culvert height in the field. This may require estimating the depth of sedimentation at the culvert ends to determine the feet of buried culvert.Culverts that are less than five feet in height are inventoried.Culverts that are greater than five feet in height are not inventoried.A culvert that is greater than five feet in height that has a closed storm drain tying in is not inventoried. Instead, the most downstream structure in the closed storm drain system is inventoried as a pipe connection at the location the storm drain system connects to the culvert.Driveway Culverts and entrance culverts are pipes, possibly with an end structure, that conveys water under driveways, utility access roads, or stormwater BMP access roads. Not all driveway culverts will be inventoried within SHA ROW. The following are rules that should be followed when collection driveway culverts:Private driveway culverts and culverts at farm or other access points that do not require access permits should not be inventoried. Culverts under entrance drives that provide two-way or greater traffic such as multi-family residential, commercial, public, or industrial properties are inventoried. Culverts under SHA-owned stormwater maintenance access or other utility access roads should also be inventoried.If the private driveway or access drive culvert has a closed storm drain structure such as an inlet or riser on the upstream or downstream end of the pipe, then the culvert should be inventoried.If a driveway culvert is excluded from the inventory, other adjoining closed drain structures completing the system should be connected using a ditch. The ditch in this case should be drawn through the culverts as if the culvert does not exist.DitchesDitches and open conveyance are channels or flow paths that connect open structures (headwalls, end sections, endwalls, projection pipes, inlets with open backs) in a system to maintain the conveyance. Attributes collected for ditches include material (vegetative, concrete, riprap, etc.), bottom width, and side slope. Not all ditches or open channels within SHA ROW are to be inventoried in the geodatabase. Ditches to be inventoried are the following:Ditches or open conveyance between open structures.Ditches or open conveyance greater than two feet in bottom width.Ditches or open conveyance that flow into stormwater BMPs regardless of bottom width.Hydraulic ConnectorsHydraulic Connectors connect the outfalls into stormwater BMPs to the control structure of the stormwater BMP to maintain conveyance through the system. Hydraulic connectors are used to represent connectivity through a stormwater BMP from inflows to control structures. Inflow points and control structures for stormwater BMPs should be connected with a hydraulic connector, including infiltration trenches. If hydraulic connectors do not exist in the previous inventory, the current development should create them. The hydraulic connector line features are stored in the CONVEYANCE feature class and no additional attribute information is collected. The connector is use so that connectivity between structures is maintained through stormwater BMPs and network tracing can occur.SimplificationsThe simplification process flattens database tables that normalize attribute information, resulting in a dataset with all attributes but also many null fields when the attribute type is not relevant to the SWMFAC type. The simplified data are a snapshot in time of the production NPDES data, updated every night.PublishingThis service was last published by Elliott Plack on 9/6/2019 based on a materialized view created by John Shiu. The service was republished on 11/26/2016 due to a security requirement on the source dataset.

Public Water Supplies (PWSs) are managed by Irish Water, Ireland's national water utility, since 2013. Before this, public water supplies were managed by Local Authorities. More than 70% of public supplies take groundwater from boreholes, springs and infiltration galleries. This accounts for about 23% by volume (Irish Water, 2018).Source Protection Areas (SPAs) are areas outlined around groundwater abstraction points (e.g. borehole or spring) which provide drinking water. The aim of the SPAs is to protect groundwater by placing tighter controls on activities within all or part of the zone of contribution (ZOC) of the source. The Zone of Contribution (ZOC) is the land area that contributes water to the well or spring.Two Source Protection Areas (SPAs) are outlined. The Inner Protection Area (SI) aims to protect against the effects of human activities that might have an immediate effect on the source and, in particular, against microbial pollution. The Outer Protection Area (SO) covers the rest of the zone of contribution (ZOC) to the groundwater abstraction point.Not all groundwater-fed public supply sources have SPAs outlined around them. Most studies (more than 125) have been carried out by the Geological Survey Ireland as part of County Groundwater Protection Schemes. The Environmental Protection Agency carried out more than 40 studies as part of the national groundwater monitoring network characterisation. Further studies have been carried out by consultancies for Local Authorities and Irish Water.Different methods are used to map the entire Zone of Contribution to a spring, borehole or well, resulting in different degrees of confidence associated with the boundaries of the delineated area. To be able to specify the Inner Protection Zone within the entire Zone of Contribution, knowledge or estimates of groundwater travel time within the aquifer are needed (e.g. from site-specific hydrogeological parameters or tracer tests).Source Protection Areas have been mapped by the GSI and EPA following the ‘GSI method’ (e.g., GSI/EPA/IGI Source Protection Zonation course, 2009; Kelly, 2010; DELG/EPA/GSI, 1999). These SPAs were mapped as part of County Groundwater Protection Schemes or as part of the WFD Groundwater Monitoring network characterisation. Other SPAs have been mapped by consultants for Local Authorities/Irish Water. They have not been peer-reviewed by the GSI. The Zone of Contribution and the Source Protection Area account for the ‘horizontal’ movement of groundwater. Source Protection Zones are obtained by integrating the Source Protection Areas with the groundwater vulnerability categories. The Source Protection Zone includes the complete pathway, both vertical and horizontal, for re-charge and any entrained contaminants to the abstraction point.Whereas the aim of delineating ZOCs is to define approximate areas that contribute water to an abstraction point, the aim of SPZs is to geo-scientifically characterise the pathway and receptor elements of risk to groundwater within the ZOC of a given source (Kelly, 2010). EPA prepared an advice note on “Source Protection and Catchment Management to protect Groundwater Supplies” that outlines the key measures and policies in place in Ireland (EPA, 2011).This map shows the location of SPA's which have been mapped around public supplies of groundwater in Ireland. This map is to the scale 1:20,000. This means it should be viewed at that scale. When printed at that scale 1cm on the map relates to a distance of 200m.It is a vector dataset. Vector data portray the world using points, lines, and polygons (areas).The data is shown as polygons. Each polygon holds information on Source Protection Area such as name, code, id, data source, county, reviewed by GSI and links to online reportsGroup Water Schemes (GWSs) are community-run water supply schemes. About 70% of GWSs take their water from a privately-sourced supply. The rest take their water from an Irish Water connection (DHPLG, 2017). 81% of the privately-sourced supplies affiliated to the National Federation of Group Water Schemes (NFGWS) take groundwater from boreholes, springs and dug wells. This is around 54% by volume (NFGWS, 2018).The NFGWS is the representative for community-owned rural water services in Ireland. The NFGWS assists schemes in meeting the challenges of water quality legislation and promotes a ‘multi-barrier approach’ to source protection. The ‘multi-barrier approach’ includes delineation of the Zone of Contribution to a supply source. A Zone of Contribution (ZOC) is the land area that contributes water to a well or spring (Misstear et al., 2006). It can be considered as the ‘catchment’ to the supply source. Like surface water bodies, springs have natural catchment areas, whereas catchment areas to boreholes depend on a number of hydrogeological and meteorological factors plus the abstraction rate. A ZOC accounts for the ‘horizontal’ movement of groundwater and any entrained contamination once it has reached the water table and is moving towards the abstraction point. The aim of delineating ZOCs is to define the area that contributes water to an abstraction point. Knowledge of where the water is coming from is critical when trying to interpret water quality data at the groundwater source. The ZOC also provides an area in which to focus further investigation and is an area where protective measures can be introduced to maintain or improve the quality of groundwater.Different methods can be used to map the ZOC to a spring, borehole or dug well, resulting in different degrees of confidence associated with the boundaries of the de-lineated area. The ZOCs and accompanying reports should be considered as preliminary source protection studies. The work was undertaken by consultants under supervision and review by GSI, and represents a partnership between the GWSs, the NFGWS and GSI. The work was funded through the Rural Water Programme funding initiative of grants towards specific source protection works on GWSs (DECLG Circular L5/13 and Explanatory Memorandum).The ZOCs were delineated in the period 2011 to 2019. The maps produced are based largely on the readily available information in the area, a field walkover survey, and on mapping techniques which use inferences and judgements based on experience at other sites. As such, the maps cannot claim to be definitively accurate across the whole area covered and should not be used as the sole basis for site-specific decisions, which will usually require the collection of additional site-specific data.This map shows the location of ZOCs which have been mapped around GWS supplies of groundwater in Ireland. This map is to the scale 1:20,000. This means it should be viewed at that scale. When printed at that scale 1cm on the map relates to a distance of 200m.It is a vector dataset. Vector data portray the world using points, lines, and polygons (areas).The data is shown as polygons. Each polygon holds information on name, year and consultant.