Help File: Mark Descriptions

Good descriptions help surveyors appraise a mark's fitness for use and aids in mark recovery. To help you in writing good descriptions, the primary metadata elements are illustrated below.

A.

* via Mark Recovery    

B.

* via
DSWORLD
   

C.

via
OPUS
   

D.

via
WinDesc
        visibility  
from GPS    

 

uses
all these,
& more

  position
 condition     condition     condition
 notes     notes     notes
        photos     photos
  stamping     stamping
        designation
  type     type
  setting     setting
        rod depths
  application
  magnetic     magnetic
  stability     stability
        equip. IDs

* use these only for marks already published.

Tools:


Position Accuracy

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accuracy of a position

Geodetic control marks report accuracy bounds for each position value. These accuracies are estimated from the survey technique used and the coherence of the survey within the existing network. They describe a 95% confidence region surrounding the datum point. Separate local and network accuracies describe the tolerances to adjacent, directly connected marks and to the NSRS network as a whole, respectively. See FGDC accuracy standards for details.


Satellite Visibility

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YES, SUITABLE

visibility is good

it depends

visibility is fair

UNSUITABLE

visibility is poor

Survey marks should have a generally open view of satellites passing overhead, relatively clear of tall obstructions nearby (buildings, trees, wires.) Older marks, set before the satellite era, are often unsuitable.

Tools:

visibility obstruction diagram [optional]


Mark Position

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consumer-grade GPS receiver

Many older bench marks were positioned using only scaled map coordinates. If you have a more accurate position, report the latitude and longitude. Acceptable positions come from the following sources:

  • ±10 m: GNSS handheld: e.g., consumer-grade GPS with or without WAAS correction.
  • ±  1 m: GNSS survey:      e.g., engineer-grade GPS with differential or kinematic correction.


Mark Condition

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GOOD

good condition, an undisturbed mark

No evidence of tampering or movement (subsidence, frost heave, etc.)

POOR

poor condition, a disturbed mark

Damage or movement excessive for the designated stability &/or accuracy.

NOT FOUND

mark not found

Description insufficient or existance doubtful. Recovery unlikely without extraordinary effort.

DESTROYED

mark found but destroyed

Irrefutable evidence of destruction. Absent such first-hand evidence, report as "not found"


Mark Descriptive Notes

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NEW MARKS

Describe new marks by noting distances and directions to local witnesses (posts, trees, curbs, etc.) along with any other salient features (recommended approach, hazards, etc.). This will help future surveyors recover and assess the suitability of your mark.


Example: The mark is at the highest point of a small hill, known locally as Hassler's hill, a 5 minute hike west from a parking lot at 1843 Bache St, Peirce City, MO.

Located in the SW corner of a 2 ft square concrete pad projecting 0.3 ft above ground, 3.3 ft S from S edge of sidewalk, 26.6 ft NE from a 15" oak tree, 9.9 ft W (bearing 282) from utility pole 123A.

PUBLISHED MARKS

Describe published marks by briefly updating the last description.





Example: Recovered as described in 2010, except utility pole 123A is now gone. Mark is 32.1 ft south from centerline of gravel driveway accessible from 1874 Patterson Ave. Ownership is now Hilgard city park.

 

Example: Recovered as described.


Tools:


Mark Photos

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CLOSE-UP

close-up photo, showing mark tablet details and datum point
highlight stamping with chalk,
use macro mode, oblique angle
to show mark condition, avoid
shadows

Example 1 Example 2 Example 3 Example 4 Example 5 Example 6
bad photos Example 7 Example 8 Example 9

EYE-LEVEL

eye-level photo, showing setting details and condition
remove dirt & debris to show
monument extent, open the logo
cap, add a placard to identify
mark and demonstrate scale

Example 1 Example 2 Example 3 Example 4 Example 5 Example 6
bad photos Example 7 Example 8 Example 9

HORIZON

horizon photo, showing equipment, surroundings, and obstructions
align view to include witnesses
&/or visibility obstructions, show
equipment in use to document
setup and clarify mark location

Example 1 Example 2 Example 3 Example 4 Example 5 Example 6
bad photos Example 7 Example 8 Example 9

Please only submit photos which add a unique and unambiguous view of a mark's location, condition, or utility for future surveys.

Tools:

For details, see photos for DSWORLD/WinDesc and contracting SOW.
Consider also other recovery note and photo archives, e.g., geocaching websites.

Mark Stamping & Designation

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mark stamping detail

Stamping is the unique ID, if any, that the original marksetter struck into the tablet.

Example: "MEADES RANCH 1891" as shown at right.

Do not physically alter an existing mark unless you are conducting a formal mark reset.

Designation (aka "name") is a user-friendly identier, unique for the area and usually descriptive of the mark stamping &/or location.

Examples: MEADES RANCH, WASHINGTON MONUMENT, Q 132 RESET

Tools:


Mark Type

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Type describes the surveyed object:                                          
Example mark type

Knowing what to look for improves mark recovery and may explain stability problems.


Mark Setting & Specific Setting

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Setting is the structure to which a mark is affixed:
Example mark setting

Specific setting allows you to add comments about the setting. E.g., Setting = "Light structure", specific setting = "4x8 ft concrete storm drain". These improve mark recovery and may explain stability problems.

Survey marks should be stable, permanent, unique, recoverable, and safe-to-use. Avoid mark proliferation by finding & re-using existing marks whenever practicable.

Tools:

See mark setting guidelines at bench mark reset, NOAA Manual NOS NGS 1, and contract attachments T, U, and V.


Rod and Sleeve Depths

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rod mark schematic

Rod and sleeve depths refer to the lengths of material used to construct a rod mark, useful in judging stability and subsidence. Leave these blank unless you set the mark &/or have specific knowledge of the lengths.

NOTE! Rods may flex during installation, actual "depth" may be less than the length.

 


Special Application

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PLSS CORNER

a PLSS corner
Cadastral boundary corner of the US Public Land Survey System

TIDAL MARK

a tidal mark
A reference mark witnessing the tidal datum for a water level measuring gauge.

FAULT MONITORING

a fault monitoring site
Established to monitor local or regional crustal instability.

OTHER

other special application
Rarely used. Explain the application in notes.

We highlight just a few common uses, to aid in organization and search.


Magnetic Property

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magnetic locator

Cadastral surveyors occasionally include magnetic material in or alongside the setting to aid in mark recovery. This is generally avoided for geodetic marks.

NOTE! Copper, brass, aluminum, and stainless steel are not magnetic, but iron, cobalt or nickel alloys are.
Use a magnet to test.


Mark Stability

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STABILITY A

Example stability A monument the most reliable, are expected to hold well.

 

STABILITY B

Example stability B monument probably hold well.
 

 

STABILITY C

Example stability C monument may hold well, are commonly subject to movement.

STABILITY D

Example stability D monument of questionable or unknown reliability.
Stability is your best estimate of the mark's ability to maintain a long-term, constant position relative to other local features. Consider the setting quality, soil type, threats from construction or traffic, etc.

Equipment Identifiers

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GPS antenna
Antenna Type: see OPUS.
Example: "TRM29659.00" above.

Antenna S/N: Serial number, usually on a label underneath the antenna. Example: "0220356892" above.

GPS receiver
Receiver Model: the brand name.
Example: "GRX1200 PRO" above.

Receiver S/N: Serial number, usually on a label on the back of the unit. Example: "462886" above.

Reciever Firmware: usually within the receiver config. menu. Example: "7.28" above.

These identifiers could facilitate equipment tracking to isolate performance problems.