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United States National Map Accuracy Standards
With a view to the utmost economy and expedition in producing maps which fulfill not only
the broad needs for standard or principal maps,but also the reasonable particular needs of individual
agencies, standards of accuracy for published maps are defined as follows:
1. Horizontal accuracy. For maps on publication scales larger than 1:20,000, not more than 10
percent of the points tested shall be in error by more than 1/30 inch,measured on the publication
scale;for maps on publication scales of 1:20,000 or smaller, 1/50 inch. These limits of accuracy
shall apply in all cases to positions of well-defined points only. Well-defined points are those that
are easily visible or recoverable on the ground, such as the following: monuments or markers,
such as bench marks, property boundary monuments; intersections of roads, railroads, etc.;
corners of large buildings or structures(or center points of small buildings);etc. In general what
is well defined will be determined by what is plottable on the scale of the map within 1/100 inch.
Thus while the intersection of two road or property lines meeting at right angles would come
within a sensible interpretation,identification of the intersection of such lines meeting at an acute
angle would obviously not be practicable within 1/100 inch. Similarly,features not identifiable
upon the ground within close limits are not to be considered as test points within the limits
quoted,even though their positions may be scaled closely upon the map. In this class would come
timber lines,soil boundaries,etc.
2. Vertical accuracy, as applied to contour maps on all publication scales, shall be such that not
more than 10 percent of the elevations tested shall be in error more than one-half the contour
interval. In checking elevations taken from the map,the apparent vertical error may be decreased
by assuming a horizontal displacement within the permissible horizontal error for a map of that
scale.
3. The accuracy of any map may be tested by comparing the positions of points whose locations
or elevations are shown upon it with corresponding positions as determined by surveys of a higher
accuracy. Tests shall be made by the producing agency,which shall also determine which of its
maps are to be tested, and the extent of the testing.
4. Published maps meeting these accuracy requirements shall note this fact on their legends,as
follows: "This map complies with National Map accuracy Standards."
5. Published maps whose errors exceed those aforestated shall omit from their legends all
mention of standard accuracy.
6. When a published map is a considerable enlargement of a map drawing(manuscript)or of a
published map,that fact shall be stated in the legend. For example,"This map is an enlargement
of a 1:20,000-scale map drawing," or "This map is an enlargement of a 1:24,000-scale published
map."
7. To facilitate ready interchange and use of basic information for map construction among
all Federal mapmaking agencies,manuscript maps and published maps,wherever economically
feasible and consistent with the uses to which the map is to be put, shall conform to latitude and
longitude boundaries,being 15 minutes of latitude and longitude,or 7.5 minutes,or 3-3/4 minutes
in size.
Issued June 10, 1941 U.S.BUREAU OF THE BUDGET
Revised April26, 1943
Revised June 17, 1947
Justin Deel
From: Elise Hackett
Sent: Thursday, October 08, 2015 3:19 PM
To: Justin Deel; Andrew Slack
Cc: Damon Pettitt
Subject: FW: County topological data accuracy
Justin,
Damon helped me out and below seems to be the accuracy of the data. It seems 2'—2.4'. If your customer has
something that is more accurate than that then I guess you guys would need to decide if you accept it or not.As far as
protocol in the future if you want to update the Steep Slopes layer itself I would guess that would be up to Bill.
nterval: 4 feet Orthophotography: 1 foot resolution "Standard" Scal
(1:2400) Mass Point / Breakline Vertical Accuracyz (NSSDA @ 95%): 2' to 2.4' Overall DTM an on o
Vertical Accuracyz (NSSDA @ 95%): 2' to 2.4'
Elise Hackett, GISP
GIS Specialist II
Division of Information Services
http://gisweb.albemarle.org
434-296-5832 ext. 3030
From: Damon Pettitt
Sent:Thursday, October 08, 2015 2:33 PM
To: Elise Hackett<ehackett@albemarle.org>
Subject: FW: County topological data accuracy
Damon Pettitt,GISP
Senior Systems Analyst for Fire Rescue I Albemarle County,VA
(434)296-5833 ext.3231 I dpettitt@albemarle.org I www.albemarle.org/firerescue
If you must print this email or any attachments, consider using the back of already printed paper.
From:Justin Deel
Sent:Wednesday, October 07, 2015 3:12 PM
To: Damon Pettitt<DPETTITT@albemarle.org>;Andrew Slack<aslack@albemarle.org>
Subject: RE: County topological data accuracy
Thank you, Damon and Andy! This is very helpful.
Justin
From: Damon Pettitt
Sent: Wednesday, October 07, 2015 3:01 PM
To:Andrew Slack<aslack@albemarle.org>
Cc:Justin Deel<ideel@albemarle.org>
Subject: RE: County topological data accuracy
The accuracy information of our topography(most recently from 2013 orthos) should be in the metadata.
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Also, if someone is having questions about the steep slopes(no longer called critical slopes),then they should talk to ,
Bill. Elise may also know some info about the accuracy question as she helped Bill define these areas and also what the
protocol is if someone things these areas are not accurate.
Damon Pettitt,GISP
Senior Systems Analyst for Fire Rescue I Albemarle County,VA
(434)296-5833 ext. 3231 I dpettitt@albemarle.org I www.albemarle.org/firerescue
If you must print this email or any attachments,consider using the back of already printed paper.
From: Andrew Slack
Sent: Wednesday, October 07, 2015 2:57 PM
To: Damon Pettitt<DPETTITT@albemarle.org>
Cc:Justin Deel <ideel@albemarle.org>
Subject: County topological data accuracy
Damon,
Justin Deel(cc'ed)came by with a question today. How accurate are our contour lines and would it be reasonable to say
that a more accurate topology could be found by newer aerials? The reason this is coming up is because and engineering
firm is trying to say that some of our critical slope areas are not correct and they believe that they have some new topo
from more current aerial photography that shows the slope areas being smaller.
Andy Slack
GIS Specialist II
Information Services-Department of Community Development
Albemarle County,VA
Phone: (434)296-5832 ext. 3384
Email: aslack(a,albemarle.org
www.albemarle.org
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