ACSM - LOCATION AND MONUMENTATION OF STATE CENTERS

National Geodetic Survey
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American Congress on Surveying and Mapping
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National Society of Professional Surveyors
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American Association for Geodetic Surveying
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PROPOSAL: LOCATION AND MONUMENTATION OF STATE CENTERS OF POPULATION USING GPS
The U.S. Census Bureau recently completed the compilation and analysis of the 2000 decennial census data. From these data, they have computed the Center of Population for the United States, and the population centers of each state and the District of Columbia. This event provides an opportunity to showcase improvements in GPS technology, the adaptation of that technology by surveyors, and the ability to develop cooperative initiatives between the private sector, Federal, state and local surveying and mapping professionals.
The National Geodetic Survey (NGS), in cooperation with the individual state professional surveying associations, the American Congress on Surveying and Mapping (ACSM), the National Society of Professional Surveyors (NSPS), and the American Association for Geodetic Surveying (AAGS) would like to encourage the setting of a commemorative geodetic control monument at or near the computed location of each states' population center (hereafter referred to as the "Center Station") as determined by the U.S. Census Bureau and listed in Attachment A.
For this project, NGS has streamlined the process of adding information into the National Spatial Reference System (NSRS) by providing the guidelines listed below. Under this arrangement, the local organizing group need only perform those observations necessary to ensure the Center Station achieves a positional accuracy of 1-2 cm horizontally relative to the network of Continuously Operating Reference Stations (CORS) and/or High Accuracy Reference Network (HARN) stations. In the majority of cases the Census location will probably fall at a location that for a variety of reasons would not be a good location to establish a geodetic control point. A nearby location that is suitable for GPS measurements, and will be easily accessible to the public should be chosen instead. This project should be viewed as both a technical and a media event to highlight the achievements of Surveyors, Geodesist, and Geographers. Organizing groups are encouraged to include media contacts as part of their activities.
Site selection and mark setting requirements
The site selection should conform to the following criteria as much as possible
1. As close to the computed coordinate as possible
2. A "GPS-able" site (e.g., clear of obstructions 15° above the horizon)
3. Located on a publicly accessible site (e.g., town park, road right of way, etc.)
Once a suitable location has been selected for the Center Station, the mark should be set in accordance with "General Specifications for Aeronautical Surveys," Attachment 7-9 as listed at http://www.ngs.noaa.gov/AERO/Supinst.html
Given the unique nature of this project, it is recommended that a special commemorative mark be produced of at least 8" in diameter. The mark can have whatever logo or design the organizing committee decides. NSPS and Berntsen International www.berntsen.com have designed a disk that can be used. The design and contact information is provided in the attached information package. The costs of the survey mark will be the responsibility of the State Survey Society/Association
GPS equipment and observation requirements
All observations must be performed using dual-frequency, full-wavelength GPS receivers. All antennas must be of a make and model that have been calibrated by NGS - see: http://www.grdl.noaa.gov/GRD/GPS/Projects/ANTCAL/
Fixed height GPS tripods (quadpods) are highly recommended, but not required. If fixed height poles are not used, special effort should be made to ensure an accurate height of the GPS antenna is measured at the start and end of each session. These measurements should be recorded and diagramed on the "Illustration for Antenna Height Measurements" page of the GPS observation log sheet describes below.
GPS network design will include 3 CORS and/or HARN stations. If there are 3 CORS within 300 km, then there is no requirement for connections to HARN stations. However, it is recommended that at least 1 HARN and 1 North American Datum of 1988 (NAVD 88) bench mark (BM) published by NGS and within 50 km also be observed. If convenient the HARN station and the BM should be the same station.
GPS observation at the Center Station will consist of 3 each 5.5 hour sessions, with the start time of one session offset from the other 2 by at least 4 hours. Sessions do not all need to be on separate days. (i.e., 2 sessions can be on the same day).
If there are not 3 CORS within 300 km, then the observations at the HARN station(s) should be coincident with all Center Station observations. If a separate BM tie is performed it should be at least a single 4 hour session coincident with the observations at the Center Station. It is recommended but not required that there be 2 each 4 hours sessions to the BM. A separate NGS GPS observation log sheet, visibility obstruction diagram and station description/recovery form must be completed for each station in the project. GPS observation log sheets must be completed for each session. Copies of all forms can be found at: http://www.ngs.noaa.gov/PROJECTS/FBN/
Data processing requirements
Data at all stations should be processed through the OPUS GPS processing website: http://www.ngs.noaa.gov/OPUS/index.html
Deliverables
For the data to be "Blue-Booked", the following data must be submitted to NGS
1. All GPS data files in RINEX format.
2. Copy of OPUS output.
3. Original observation log sheets, visibility diagrams and description/recovery forms.
4. 4-5 digital photos clearly showing the monument and the surrounding area.
5. A brief report describing the project, including the site selection, personnel involved and equipment used. Report can be provided in either Microsoft Word (.doc) or Corel Wordperfect (.wpd) format.
All data should be sent to:
David Doyle
National Geodetic Survey, N/NGS2
1315 East-West Highway, #8826
Silver Spring, MD 20910
(301) 713-3178
E-mail: Dave.Doyle@noaa.gov
ATTACHMENT A
Population and Population Centroid by State: 2000
FIPS Name Population Latitude Longitude
01 Alabama 4447100 33.001471 -86.766233
02 Alaska 626932 61.288254 -148.716968
03 Arizona 5130632 33.373506 -111.828711
04 Arkansas 2673400 35.080251 -92.576816
06 California 33871648 35.458606 -119.355165
08 Colorado 4301261 39.500656 -105.203628
09 Connecticut 3405565 41.494852 -72.874365
10 Delaware 783600 39.397164 -75.561908
11 District of Columbia 572059 38.910092 -77.014001
12 Florida 15982378 27.795850 -81.634622
13 Georgia 8186453 33.332208 -83.868887
15 Hawaii 1211537 21.146768 -157.524452
16 Idaho 1293953 44.242605 -115.133222
17 Illinois 12419293 41.278216 -88.380238
18 Indiana 6080485 40.163935 -86.261515
19 Iowa 2926324 41.960392 -93.049161
20 Kansas 2688418 38.454303 -96.536052
21 Kentucky 4041769 37.808159 -85.241819
22 Louisiana 4468976 30.699270 -91.457133
23 Maine 1274923 44.313614 -69.719931
24 Maryland 5296486 39.145653 -76.797396
25 Massachusetts 6349097 42.271831 -71.363628
26 Michigan 9938444 42.866412 -84.170753
27 Minnesota 4919479 45.210782 -93.583003
28 Mississippi 2844658 32.566420 -89.593164
29 Missouri 5595211 38.437715 -92.153770
30 Montana 902195 46.813302 -111.209708
31 Nebraska 1711263 41.183753 -97.403875
32 Nevada 1998257 37.165965 -116.304648
33 New Hampshire 1235786 43.153046 -71.463342
34 New Jersey 8414350 40.438458 -74.428055
35 New Mexico 1819046 34.623012 -106.342108
36 New York 18976457 41.507548 -74.645228
37 North Carolina 8049313 35.553334 -79.667654
38 North Dakota 642200 47.375168 -99.334736
39 Ohio 11353140 40.480854 -82.749366
40 Oklahoma 3450654 35.597940 -96.834653
41 Oregon 3421399 44.732273 -122.579524
42 Pennsylvania 12281054 40.463528 -77.075925
44 Rhode Island 1048319 41.753318 -71.448902
45 South Carolina 4012012 34.034551 -81.032387
46 South Dakota 754844 44.047502 -99.043799
47 Tennessee 5689283 35.795862 -86.397772
48 Texas 20851820 30.943149 -97.388631
49 Utah 2233169 40.438987 -111.900160
50 Vermont 608827 44.081127 -72.814309
51 Virginia 7078515 37.750345 -77.835857
53 Washington 5894121 47.341728 -121.624501
54 West Virginia 1808344 38.767195 -80.820221
55 Wisconsin 5363675 43.728544 -89.001006
56 Wyoming 493782 42.675762 -107.008835
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