South Carolina Code of Regulations
Chapter 49 - DEPARTMENT OF LABOR, LICENSING AND REGULATION- SOUTH CAROLINA STATE BOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS
Article 4 - STANDARDS OF PRACTICE MANUAL FOR SURVEYING IN SOUTH CAROLINA
Section 49-440 - Classification of Surveys
Current through Register Vol. 48, No. 9, September 27, 2024
A. The accuracy of the measurements for a survey shall be based upon the character of the land, the type of survey and the current use of the land. Unadjusted Ratio of Precision permissible shall be no less than the errors of closure prescribed below. In lieu of an Unadjusted Ratio of Precision, a Relative Positional Accuracy may be used. Relative Positional Accuracy may be tested by:
B. On the basis of the size and character of the land, boundary surveys for conveying, platting, mapping, or describing property shall be classified as follows:
C. Table of Classifications:
Classification |
A |
B |
C |
D |
Urban Surveys |
Suburban Surveys |
Rural Surveys |
Farm & Timber Surveys |
|
Unadjusted Linear Closure |
||||
Closure (Minimum) |
1:10000 |
1:7500 |
1:5000 |
1:3000 |
Angular Closure (Maximum) |
15" [Square root of] N |
20" [Square root of] N |
30" [Square root of] N |
50" [Square root of] N |
Location of Improvements, Structures, Paving, Etc.: (Tie Measurement) |
±0.1' |
±0.2' |
± 1.0' |
±2.0' |
N = Number of Points in Traverse
As an option:
Relative Positional Accuracy
0.07' + 50 PPM or 0.07' + 1/20,000 * Perimeter (95% confidence level).
The VRS can achieve of a Relative Positional Accuracy of 0.07' with a 95% confidence level and therefore can be used for all Classifications