AndreaBozzo/ceres-open-data-index huggingface dataset:
Arctic Strategic Transportation and Resources (ASTAR) project 2023 field station location data and descriptions: Point Lay region, North Slope, Alaska

Arctic Strategic Transportation and Resources (ASTAR) project 2023 field station location data and descriptions: Point Lay region, North Slope, Alaska, Raw Data File 2026-1, provides field locations, observations, and descriptions for 478 sites collected between July 24 and August 5, 2023, in the Point Lay and Wainwright 1:250,000 scale quadrangles in northwestern Alaska, across an approximately 21,187 km2 (8,180 mi2) area. Geologists from the Alaska Division of Geological & Geophysical Surveys (DGGS) and ASRC Consulting & Environmental Services, LLC (ACES) documented the character and distribution of bedrock and unconsolidated surface materials and collected sediment samples to investigate landforms and the shallow subsurface distribution of rock and sediment. This work was completed in support of a sand and gravel resource assessment for the Arctic Strategic Transportation and Resources (ASTAR) project. These field data constitute one of two data products produced for the 2023 field season and support a reconnaissance level evaluation of potential construction material resources on the North Slope. The dataset complements Hubbard and others (2026), which provides lab-based descriptions of 160 samples collected during the same campaign. Because information on local construction material resources is limited, these field observations provide useful insights into the distribution and characteristics of surface materials for community planning and land management decisions. These data are provided as a Raw Data File under an open end-user license and are available on the DGGS website: http://doi.org/10.14509/31805.

Tags: alluvium, bivalves, channel, chert, clay, coal, colluvium, conglomerate, dggs, engineering, engineering geology, eolian, epizetka river, fan, field notes, flood, floodplain, fossils, geologic, geotechnical, gravel, hyaloclastite, hydrology and surficial geology, ice, kasegaluk lagoon, kokolik river, kugachiak creek, kukpowruk river, kuvirok lake, lakes, lithology, mumik lake, niklavik creek, north slope, peat, pebble, permafrost, point lay, pugutak lake, resources, rocks, sample location, sand, sand and gravel, sandstone, sediment, sediment transport, sedimentary, sedimentary material, sedimentation, sedimentology, shale, siderite, silt, siltstone, slope, slump, soils, subsurface, surface, surficial, surficial deposits, surficial geology, terrace, thermokarst, transportation, tundra, tungaich point, tungak creek, tunusiktok lake, wainwright mining district
Organization: State of Alaska
2023 Arctic Strategic Transportation and Resources (ASTAR) project geotechnical data and sample descriptions: Point Lay, North Slope, Alaska

2023 Arctic Strategic Transportation and Resources (ASTAR) project geotechnical data and sample descriptions: Point Lay, North Slope, Alaska, Raw Data File 2026-2, presents geotechnical descriptions of 160 sediment and material samples collected between July 24 and August 5, 2023, in the Point Lay and Wainwright 1:250,000 scale quadrangles in northwestern Alaska, across an approximately 21,187 km2 (8,180 mi2) area. Geologists from the Alaska Division of Geological & Geophysical Surveys (DGGS) and ASRC Consulting & Environmental Services, LLC (ACES) documented the character of bedrock and unconsolidated surface materials and collected sediment samples to investigate the distribution of landforms and shallow subsurface rock and sediment in the region. This work was completed in support of a sand and gravel resource assessment for the Arctic Strategic Transportation and Resources (ASTAR) project. Sample descriptions, presented here, constitute one of two data products produced for the 2023 field season and support a reconnaissance-level evaluation of potential construction material resources on the North Slope. The dataset complements Hubbard and others (2026), which provides field station locations and site descriptions for the 478 stations visited during the same campaign. Because information on local construction material resources is limited, sample descriptions offer useful insight into the quality, quantity, and distribution of potential material sources for community planning and land use decision making. These data are provided as a Raw Data File under an open end-user license and are available on the DGGS website: http://doi.org/10.14509/31806.

Tags: alluvium, bivalves, calcite, channel, chert, clay, coal, colluvium, conglomerate, crinoids, dggs, dinosaur, engineering, engineering geology, environmental, eolian, epizetka river, fan, field notes, flood, floodplain, fossils, geologic, geotechnical, gravel, holocene, hydrology and surficial geology, ice, kasegaluk lagoon, kokolik river, kugachiak creek, kukpowruk river, kuvirok lake, lithology, methods, mumik lake, nanushuk formation, niklavik creek, north slope, pebble, point lay, pugutak lake, quartz, resources, rocks, sample location, sand, sand and gravel, sandstone, sediment, sediment transport, sedimentary, sedimentary material, sedimentation, sedimentology, shale, siderite, silt, siltstone, soils, subsurface, surface, surficial, surficial deposits, surficial geology, transportation, tungaich point, tungak creek, tunusiktok lake, wainwright mining district
Organization: State of Alaska
Building Permits Lookup by Contractor, Subcontractor, Architect, Designer, or Engineer

<strong>A. SUMMARY</strong> 
This view is a combination of the <u><a href="https://data.sfgov.org/Housing-and-Buildings/Building-Permits/i98e-djp9">Building Permits</a></u> and <u><a href="https://data.sfgov.org/Housing-and-Buildings/Building-Permits-Contacts/3pee-9qhc">Building Permit Contacts</a></u> datasets. A single building permit may have one or multiple contacts associated with it. Building Permit Contacts includes the contact name, address, license numbers, and/or firm or company of the contact. Building Permit Applications may also be repeated if multiple addresses are listed for a single permit. 

<strong>B. HOW THE DATASET IS CREATED</strong> 
This view is created by merging the Building Permits and Building Permits Contacts datasets based on the Building Permit Application number.  

<strong>C. UPDATE PROCESS</strong> 
This view is updated daily from the published Building Permits and Building Permits datasets. 
 
<strong>D. HOW TO USE THIS DATASET</strong> 
This view can be used to identify all the Building Permit Contacts associated with a Building Permit Application and see information about the Building Permit Application itself. A single building permit may have one or multiple contacts associated with it. This view is not a deduplicated list of Building Permit Applications. 

<strong>E. RELATED DATASETS</strong>
<b>Department of Building Inspections Permits Data</b>
<u><a href="https://data.sfgov.org/Housing-and-Buildings/Building-Permits/i98e-djp9">Building Permits (Unique)</a></u>
<u><a href="https://data.sfgov.org/Housing-and-Buildings/Department-of-Building-Inspection-Permit-Addenda-w/87xy-gk8d">Building Permit Addenda with Routing</a></u>
<u><a href="https://data.sfgov.org/Housing-and-Buildings/Building-Permits-Contacts/3pee-9qhc">Building Permits Contacts</a></u>
<u><a href="https://data.sfgov.org/Housing-and-Buildings/Electrical-Permits/ftty-kx6y">Electrical Permits</a></u>
<u><a href="https://data.sfgov.org/Housing-and-Buildings/Plumbing-Permits/a6aw-rudh">Plumbing Permits</a></u>
<u><a href="https://data.sfgov.org/Housing-and-Buildings/Boiler-Permits/5dp4-gtxk">Boiler Permits</a></u>
<u><a href="https://data.sfgov.org/Housing-and-Buildings/Dwelling-Unit-Completion-Counts-by-Building-Permit/j67f-aayr">Dwelling Unit Completion Counts by Building Permit</a></u>

<b>Planning Department Permits</b>
<u><a href="https://data.sfgov.org/Housing-and-Buildings/SF-Planning-Permitting-Data/kncr-c6jw">Planning Department Permits</a></u>

<b>Public Works Construction Permits</b>
<u><a href="https://data.sfgov.org/City-Infrastructure/Street-Use-Permits/b6tj-gt35">Department of Public Works Street Use Permits</a></u>
<u><a href="https://data.sfgov.org/City-Infrastructure/Large-Utility-Excavation-Permits/i926-ujnc">Department of Public Works Large Utility Excavation Permits</a></u>

<b>Fire Department Permits</b>
<u><a href="https://data.sfgov.org/Housing-and-Buildings/Fire-Permits/893e-xam6">Fire Department Permits</a></u>

Organization: City of San Francisco
SFEC Form 3500 - Disclosure Report for Developers of Major City Projects Filings

Effective July 26, 2014, City law impose reporting requirements on developers of certain City real estate projects with an estimated construction cost of more than $1,000,000. Developers must file five forms with the Ethics Commission over the course of about a year disclosing donations to nonprofit organizations that have contacted City officials about their project. The first form is due within 30 days of certification of an Environmental Impact Report ("EIR") by a local agency or, if the project relies on a program EIR, within 30 days of the adoption of a final environmental determination under the California Environmental Quality Act. Disclosure is not required for a residential development project with four or fewer dwelling units. A disclosure report must be completed and filed by the developer of any "major project." A major project is a real estate development project located in the City and County of San Francisco with estimated construction costs exceeding $1,000,000 where either: The Planning Commission or any other local lead agency certifies an Environmental Impact Review ("EIR") for the project under the California Environmental Quality Act ("CEQA"); or The project relies on a program EIR and the Planning Department, Planning Commission, or any other local lead agency adopts any final environmental determination under CEQA. (See below to determine when a final environmental determination is adopted.)A major project does not include a residential development project with four or fewer dwelling units. For purposes of this filing requirement, a "developer" includes the individual or entity that is the project sponsor responsible for filing a completed Environmental Evaluation Application ("EEA") with the Planning Department (or other lead agency) under CEQA. However, if an individual who signs and submits the EEA will not be responsible for obtaining the entitlements or developing the major project, the developer is instead the individual or entity that is responsible for obtaining such entitlements. A developer must use the SFEC 3500 form to file a total of five reports with the Ethics Commission with respect to each major project. The first (or initial) report must be filed within 30 days of the date the Planning Commission or any other local lead agency certifies the EIR for that project or, for a major project relying on a program EIR, within 30 days of the date that the Planning Department, Planning Commission, or any other local lead agency adopts a final environmental determination under CEQA. The developer must also use this form to file four subsequent quarterly reports, beginning with the quarter in which in the initial report is filed. The due dates for the quarterly reports are: April 15 for the period starting January 1 and ending March 31; July 15 for the period starting April 1 and ending June 30;October 15 for the period starting July 1 and ending September 30; and January 15 for the period starting October 1 and ending December 31.

Organization: City of San Francisco
DOHMH Call Center Summary

Total number of calls received by the agency's call center

This data is collected to assess and assist residents of NYC. The data is collected by a 3rd party application that goes by the name PRIMA. Data is collected as a meausre of workvolume and customer demand for services offered by the Dept. of Health. Data is collected automatically by call management software. Each record represents a type of service offered to the public by the Dept. of Health. Data is used to assess quality of service offered, collect customer feedback for service improvements and determine size of staff needed to appropriate deliver the service. Data available counts number of calls related to a particular topic. There is no drill down available to disect specific reasons why customers may be calling.

Tags: 311, call-center
Organization: City of New York
The Five-System Asset Allocation Chart

Each of the five New York City Retirement Systems has its own Board of Trustees which, working with the Bureau of Asset Management and the Board’s consultants, makes decisions on the funds’ asset allocations based on factors including economic risk, return, performance, and beneficiary distributions.  Data and further information is also available here:  Asset Allocation : Office of the New York City Comptroller (nyc.gov).
</p>
"1U.S. Fixed Income assets do not include cash.
2Market Value of private market investments are reported on a lagged basis.
3Cash includes Securities Lending, State Street Short Term and BNY‐Mellon CD accounts.
4Totals may not add due to rounding.
5Fiscal Year to Date begins July 1st. Information presented is current as of the date of this posting only. Past performance does not guarantee the future performance of any manager or strategy. The performance results and historical information provided herein may have been adversely or favorably impacted by events and economic conditions that will not prevail in the future. Therefore, these results are not indicative of the future performance of any strategy, index, fund, manager or group of managers."

Organization: City of New York
Spatial distribution of layer-averaged velocity measured in the Calumet Harbor, Illinois (May 6, 2016)

Acoustic Doppler current profiler (ADCP) data were collected along a prescribed navigated course throughout Calumet Harbor on May 6, 2016 to determine the spatial distribution of layer-averaged velocities. The data were layer-averaged in 2-foot increments of depth from the bed to the water surface, and temporally-averaged over a 30-second window to reduce noise. Data were processed using the Velocity Mapping Toolbox (Parsons and other, 2013). Any data assigned a value of "-9999" are invalid or missing and should not be used for analysis.
Parsons, D. R., Jackson, P. R., Czuba, J. A., Engel, F. L., Rhoads, B. L., Oberg, K. A., Best, J. L., Mueller, D. S., Johnson, K. K. and Riley, J. D. (2013), Velocity Mapping Toolbox (VMT): a processing and visualization suite for moving-vessel ADCP measurements. Earth Surf. Process. Landforms, 38: 1244–1260. doi: 10.1002/esp.3367

Tags: calumet-harbor, calumet-river, inlandwaters, lake-calumet, usgs-578f9bade4b0ad6235cf7b6f, velocity
Organization: Department of the Interior
Survey of velocity and bathymetry in Hoover Reservoir, ADCP source data, Columbus, OH (August, 2015)

These data were collected using a 600 kHz Rio Grande ADCP (acoustic Doppler current profiler) in mode 12 from a moving boat. The data were georeferenced with a Hemisphere A101 Smart Antenna differential GPS. These data were processed with Teledyne RD Instruments' software, WinRiver II. These data were collected concurrently with several water quality parameters that were collected by an autonomous underwater vehicle (AUV) in the same reach.

Tags: columbus, delaware-county, franklin-county, hoover-reservoir, ohio, usgs-57921e4de4b0fc973c6bcb78, velocity
Organization: Department of the Interior
Prospect- and Mine-Related Features from U.S. Geological Survey 7.5- and 15-Minute Topographic Quadrangle Maps of the Western United States

These data are part of a larger USGS project to develop an updated geospatial database of mines, mineral deposits and mineral regions in the United States. Mine and prospect-related symbols, such as those used to represent prospect pits, mines, adits, dumps, tailings, etc., hereafter referred to as “mine” symbols or features, are currently being digitized on a state-by-state basis from the 7.5-minute (1:24, 000-scale) and the 15-minute (1:48, 000 and 1:62,500-scale) archive of the USGS Historical Topographic Maps Collection, or acquired from available databases (California and Nevada, 1:24,000-scale only). Compilation of these features is the first phase in capturing accurate locations and general information about features related to mineral resource exploration and extraction across the U.S. To date, the compilation of 400,000-plus point and polygon mine symbols from approximately 51,000 maps of 17 western states (AZ, CA, CO, ID, KS, MT, ND, NE, NM, NV, OK, OR, SD, UT, WA, WY and western TX) has been completed. The process renders not only a more complete picture of exploration and mining in the western U.S., but an approximate time line of when these activities occurred. The data may be used for land use planning, assessing abandoned mine lands and mine-related environmental impacts, assessing the value of mineral resources from Federal, State and private lands, and mapping mineralized areas and systems for input into the land management process.  The data are presented as three groups of layers based on the scale of the source maps.  No reconciliation between the data groups was done.

Tags: abandoned-mine, adit, air-shaft, arizona-az, borrow-pit, california-ca, colorado-co, diggings, dredge-tailings, evaporation-pond, gravel-pit, historical-topographic-maps-collection, hydraulic-mine, idaho-id, kansas-ks, leach-pond, linear-prospect, mill-site, mine, mine-dump, mine-shaft, mineral-resource, montana-mt, nebraska-ne, nevada-nv, new-mexico-nm, north-dakota-nd, oklahoma-ok, open-pit-mine, ore-dump, ore-stockpile-storage, ore-storage-pond, oregon-or, placer-mine, placer-tailings, prospect-pit, quarry, settling-pond, south-dakota-sd, strip-mine, texas-tx, topographic-map, trench, usgs-57962314e4b007df0739fede, utah-ut, washington-wa, western-united-states, wyoming-wy
Organization: Department of the Interior
Spatial distribution of depth-averaged velocity measured in the Wabash River near West Lafayette, IN (June 26-27, 2012 and June 17-18, 2013)

These data were collected using a 2 mHz TRDI StreamPro  acoustic Doppler current profiler (ADCP) in 2012 and a 1200 kHz Rio Grande ADCP in 2013, both deployed from a moving boat.  The data were georeferenced with a Hemisphere Crescent A100 differential Global Positioning System (GPS) receiver with submeter accuracy.  The data have been depth-averaged over the entire measured portion of the water column and temporally averaged over 30-second intervals to reduce noise.  These data were collected as a part of a combined field campaign with Purdue University which included simultaneous egg and larvae sampling. Data were processed using the Velocity Mapping Toolbox (Parsons and others, 2013). Any data assigned a value of "-9999" are bad or missing data and should not be used for analysis. 
Parsons, D. R., Jackson, P. R., Czuba, J. A., Engel, F. L., Rhoads, B. L., Oberg, K. A., Best, J. L., Mueller, D. S., Johnson, K. K. and Riley, J. D. (2013), Velocity Mapping Toolbox (VMT): a processing and visualization suite for moving-vessel ADCP measurements. Earth Surf. Process. Landforms, 38: 1244–1260. doi: 10.1002/esp.3367

Tags: indiana, tippecanoe-county, united-states, usgs-579758abe4b021cadec9784c, velocity-depth-temperature, wabash-river, west-lafayette
Organization: Department of the Interior
Attributes for NHDPlus Version 2.1 Catchments and Modified Routing of Upstream Watersheds for the Conterminous United States: Select Basin Characteristics

This tabular data set represents select basin characteristics compiled for two spatial components of the NHDPlus version 2 data suite (NHDPlusv2) for the conterminous United States; 1) individual reach catchments and 2) reach catchments accumulated upstream through the river network. The select variables in this data set are parsed out into six different file themes as follows: 
BASIN_CHAR_XXX_CONUS.txt (where XXX is CAT flowline catchment value, ACC is divergence routed accumulated value, and TOT is total upstream routed accumulated value) contains information on stream slope (percent rise, also referred to as the percent slope), basin slope (percent rise, also referred to as the percent slope), basin area, minimum basin elevation, maximum basin elevation, mean basin elevation, and stream length. 
RDX_CONUS.txt contains information on road and stream crossings. 
ROAD_DENS_XXX_CONUS.txt (where XXX is CAT flowline catchment value, ACC is divergence routed accumulated value, and TOT is total upstream routed accumulated value) contains information on road density by road type.
STREAM_DENSITY_CONUS.TXT stream density, contains information on stream density (stream kilometers per square kilometer of basin).
SINUOSITY_CONUS.txt contains information on flowline reach sinuosity. 
FTYPE_PCT_CONUS.txt contains information on each flowline reach type as a percentage to all flowline features per catchment. 
This dataset can be linked to the NHDPlus version 2 data suite by the unique identifier COMID.  The source data is the NHDPlus Version 2 data suite (U.S. Geological Survey (USGS) and the U.S. Environmental Protection Agency (USEPA), 2012).  Reach catchment information characterizes data at the local scale. Reach catchments accumulated upstream through the river network characterizes cumulative upstream conditions.  Network-accumulated values are computed using two methods, 1) divergence-routed and 2) total cumulative drainage area. Both approaches use a modified routing database to navigate the NHDPlus reach network to aggregate (accumulate) the metrics derived from the reach catchment scale. (Schwarz and Wieczorek, 2018).

Tags: basin-area, basin-elevations, basin-slope, catchment, flowline-reach-type, inlandwaters, nawqa, nhdplus, road-density, sinuosity, sparrow, stream-density, stream-length, stream-slope, tiger-roads, usgs-57976a0ce4b021cadec97890
Organization: Department of the Interior
Rhodamine WT dye concentration profiles measured at fixed stations in the Brandon Road Lock chamber near Rockdale, Illinois (October 20, 2015)

A Turner Designs C3 submersible fluorometer was deployed in the Brandon Road Lock chamber (BRLD) near Rockdale, Illinois, to measure Rhodamine WT dye concentrations during a U.S. Geological Survey dye study conducted on October 20, 2015. The lock chamber at BRLD was dyed with 4 liters of Rhodamine WT dye during a routine filling procedure.  Measurements of dye concentration profiles were collected at 15 stations in the lock chamber and capture the three-dimensional distribution of the dye in the chamber after filling, after the lock was emptied, and after a 17-minute flushing operation of the lock. A series of five taglines and rope and pulley systems were used to position the fluorometer at each station to avoid putting a boat in the lock chamber and creating additional mixing. Fluorometer readings were taken at a frequency of 1 measurement every second.

Tags: brandon-road-lock-and-dam, des-plaines-river, dye, illinois, lock-exchange, rockdale, tracer, usgs-57976ac7e4b021cadec9789d, will-county
Organization: Department of the Interior