Tables: N.J.A.C. 7:1D - General Practice and Procedure¶
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1. Table 2.3.1 Threshold accuracy values in ground units.¶
N.J.A.C. 7:1D - General Practice and Procedure, PDF p. 25
| Scale | NMAS accuracy (feet) | NSSDA Accuracyr (feet) | NMAS accuracy (meters) | NSSDA Accuracyr (meters) |
|---|---|---|---|---|
| Large scale | 1/30 inch (map) | |||
| 1:1,200 | 3.3 | 3.8 | 1.0 | 1.2 |
| 1:2,400 | 6.7 | 7.7 | 2.0 | 2.3 |
| 1:6,000 | 16.7 | 19 | 5.1 | 5.8 |
| 1:12,000 | 33.3 | 38 | 10.1 | 12 |
| Small scale | 1/50 inch (map) | |||
| 1:24,000 | 40 | 46 | 12.2 | 14 |
| 1:63,360 | 106 | 120 | 32.3 | 37 |
| 1:100,000 | 167 | 190 | 50.9 | 58 |
Source context and notes
NOTE: THIS IS A COURTESY COPY OF THESE RULES. ALL OF THE DEPARTMENT'S RULES ARE COMPILED IN TITLE 7 OF THE NEW JERSEY ADMINISTRATIVE CODE. isfying this requirement is to establish an appropriate nominal scale for the data/mapping in question, and use the NSSDA equivalent of NMAS values to establish threshold values for accuracy. The mathematical relationship is described in the NSSDA document (Appendix 3-D). Table 2.3.1 below shows the results of this calculation for a range of scales. Derived from National Map Accuracy Standards (1947). Table 2.3.1 Threshold accuracy values in ground units. | Scale | NMAS accuracy (feet) | NSSDA Accuracyr (feet) | NMAS accuracy (meters) | NSSDA Accuracyr (meters) | | --- | --- | --- | --- | --- | | Large scale | 1/30 inch (map) | | | | | 1:1,200 | 3.3 | 3.8 | 1.0 | 1.2 | | 1:2,400 | 6.7 | 7.7 | 2.0 | 2.3 | | 1:6,000 | 16.7 | 19 | 5.1 | 5.8 | | 1:12,000 | 33.3 | 38 | 10.1 | 12 | | Small scale | 1/50 inch (map) | | | | | 1:24,000 | 40 | 46 | 12.2 | 14 | | 1:63,360 | 106 | 120 | 32.3 | 37 | | 1:100,000 | 167 | 190 | 50.9 | 58 |2. Table 2¶
N.J.A.C. 7:1D - General Practice and Procedure, PDF p. 26
| 1:250,000 | 417 | 475 | 127 | 145 |
|---|---|---|---|---|
| 1:500,000 | 833 | 950 | 254 | 290 |
Source context and notes
NOTE: THIS IS A COURTESY COPY OF THESE RULES. ALL OF THE DEPARTMENT'S RULES ARE COMPILED IN TITLE 7 OF THE NEW JERSEY ADMINISTRATIVE CODE. | 1:250,000 | 417 | 475 | 127 | 145 | | --- | --- | --- | --- | --- | | 1:500,000 | 833 | 950 | 254 | 290 | When the FGDC began work on the NSSDA, the subcommittee used Accuracy Standards for Large-Scale Maps (Interim, 1990) from the American Society for Photogrammetry and Remote Sensing (ASPRS) as the basis for updating NMAS. The ASPRS standards use $\mathsf{RMSE}_{\mathsf{x}}$ and $\mathsf{RMSE}_{\mathsf{y}}$ as their base statistics, and state threshold values for various scales. (Note that $\mathsf{RMSE}_{\mathsf{x}}$ and $\mathsf{RMSE}_{\mathsf{y}}$ are NOT the same as $\mathsf{RMSE}_{\mathsf{r}}$ .) Discussion of these standards can be found in the NSSDA document (section 3.1.5 and Appendix 3-D). Table 2.3.2 below shows the threshold values of the ASPRS Class 1 mapping standards and their translation into Accuracy of NSSDA (note that statistical assumptions are involved in making this calculation). As comparison of Accuracy values between the two tables shows, the ASPRS standards are stricter than NMAS. Should the map producer not be able to test the quality of the submitted data by either of these two tests, then the producer shall document this fact in the metadata submitted with the digital GIS data. The Department strongly recommends that when a producer of mapped information is not required to submit data to a quality standard by regulation or by contract, that an accuracy statement be submitted with the GIS data and referenced in the metadata. Table 2.3.2 Threshold accuracy values in ground units.3. Table 3¶
N.J.A.C. 7:1D - General Practice and Procedure, PDF p. 27
| Scale | Class 1 Planimetric Accuracy, limiting RMSE (feet) | Equivalent Accuracyr, NSSDA (feet) | Class 1 Planimetric Accuracy, limiting RMSE (meters) | Equivalent Accuracy NSSDA (meters) |
|---|---|---|---|---|
| 1:60 | 0.05 | 0.12 | ||
| 1:1,200 | 1.0 | 2.4 | ||
| 1:2,000 | 0.50 | 1.2 | ||
| 1:2,400 | 2.0 | 4.9 | ||
| 1:5,000 | 1.25 | 3.1 | ||
| 1:6,000 | 5.0 | 12.2 | ||
| 1:10,000 | 2.50 | 6.1 | ||
| 1:12,000 | 10.0 | 24.5 | ||
| 1:20,000 | 16.7 | 40.9 | 5.00 | 12.2 |
Source context and notes
NOTE: THIS IS A COURTESY COPY OF THESE RULES. ALL OF THE DEPARTMENT'S RULES ARE COMPILED IN TITLE 7 OF THE NEW JERSEY ADMINISTRATIVE CODE. terim Accuracy Standards for Large-Scale maps (1990). | Scale | Class 1 Planimetric Accuracy, limiting RMSE (feet) | Equivalent Accuracyr, NSSDA (feet) | Class 1 Planimetric Accuracy, limiting RMSE (meters) | Equivalent Accuracy NSSDA (meters) | | --- | --- | --- | --- | --- | | 1:60 | 0.05 | 0.12 | | | | 1:1,200 | 1.0 | 2.4 | | | | 1:2,000 | | | 0.50 | 1.2 | | 1:2,400 | 2.0 | 4.9 | | | | 1:5,000 | | | 1.25 | 3.1 | | 1:6,000 | 5.0 | 12.2 | | | | 1:10,000 | | | 2.50 | 6.1 | | 1:12,000 | 10.0 | 24.5 | | | | 1:20,000 | 16.7 | 40.9 | 5.00 | 12.2 | The New Jersey Society of Professional Land Surveyors (NJSPLS, http://www.njspls.org/) have also produced a set of proposed threshold Accuracyr values for several specific types of GIS data. Because these standards have not yet been adopted, they are not shown here.4. Table 4.0.1Critical and Recommended Settings for Data Collection¶
N.J.A.C. 7:1D - General Practice and Procedure, PDF p. 33
| Position Mode | Manual 3D is the normal setting. |
|---|---|
| Elevation Mask | 15 degrees above horizon. |
| PDOP Mask | 6 |
| Signal to Noise Ratio Mask (SNR) | 6 |
| Minimum Positions for Point Features | 200 (100 for Trimble Pro XL, 60 for Pro XR) |
| Logging Intervals | Intervals for point features will be 1 second or faster. Intervals for line and area features depend on the velocity at which the receiver will be traveling and the nature of the feature and the operating environment. Under normal circumstances (i.e., when the user is walking with the receiver) the interval for line and area features will be set to a 5-second interval. |
| Logging of DOP | Turned On. |
Source context and notes
NOTE: THIS IS A COURTESY COPY OF THESE RULES. ALL OF THE DEPARTMENT'S RULES ARE COMPILED IN TITLE 7 OF THE NEW JERSEY ADMINISTRATIVE CODE. from these standards. These settings include: Standard GPS Collection Parameter Settings Table 4.0.1Critical and Recommended Settings for Data Collection | Position Mode | Manual 3D is the normal setting. | | --- | --- | | Elevation Mask | 15 degrees above horizon. | | PDOP Mask | 6 | | Signal to Noise Ratio Mask (SNR) | 6 | | Minimum Positions for Point Features | 200 (100 for Trimble Pro XL, 60 for Pro XR) | | Logging Intervals | Intervals for point features will be 1 second or faster. Intervals for line and area features depend on the velocity at which the receiver will be traveling and the nature of the feature and the operating environment. Under normal circumstances (i.e., when the user is walking with the receiver) the interval for line and area features will be set to a 5-second interval. | | Logging of DOP | Turned On. | For detailed information on recommended GPS receiver settings and collection procedures,5. Table 6.1.1 NJDEP GIS Compatible Configurations¶
N.J.A.C. 7:1D - General Practice and Procedure, PDF p. 36
| PLATFORM | UNIX Workstation | PC |
|---|---|---|
| OPERATING SYSTEM | UNIX | Windows 2000, XP |
Source context and notes
## 6.1 Software Digital Exchange Standards for GIS Table 6.1.1 details the exchange standards recommended for the exchange with the Department’s GIS software. For “relate,” “join” or “link” databases, dbase IV, Access and Excel are preferred over INFO look up tables. Table 6.1.1 NJDEP GIS Compatible Configurations | PLATFORM | UNIX Workstation | PC | | --- | --- | --- | | OPERATING SYSTEM | UNIX | Windows 2000, XP |6. Table 6¶
N.J.A.C. 7:1D - General Practice and Procedure, PDF p. 37
| SOFTWARE/ File Format | ArcGIS 9.x Workstation Geodatabase Coverage Shape Files ArcView 3.x Coverage Shape Files DXF |
ArcGIS 9.x Geodatabase Personal Geodatabase Coverage Shape Files ArcView 3.x shape files DWG (AutoCad) DGN (Microstation) DXF |
|---|---|---|
| DATA TRANSFER | Arc/Info Interchange File (*.e00) Shapefile XML |
Arc/Info Interchange File (.e00) Shapefile XML Winzip (rename to .abc) (* = name of file) |
Source context and notes
| SOFTWARE/ File Format | ArcGIS 9.x WorkstationGeodatabase
Coverage
Shape Files
ArcView 3.x
Coverage
Shape Files
DXF | ArcGIS 9.x
Geodatabase
Personal Geodatabase
Coverage
Shape Files
ArcView 3.x shape files
DWG (AutoCad)
DGN (Microstation)
DXF | | --- | --- | --- | | DATA TRANSFER | Arc/Info Interchange File
(*.e00)
Shapefile
XML | Arc/Info Interchange File
(*.e00)
Shapefile
XML
Winzip (rename to *.abc)
(* = name of file) |
7. Table 7¶
N.J.A.C. 7:1D - General Practice and Procedure, PDF p. 38
| MEDIA | CD-ROM (CD-R) | CD-ROM (CD-R) |
|---|---|---|
| DVD | DVD | |
| 3 1/2" HD 1.44MB | 3 1/2" HD 1.44MB | |
| Zip Disk (100 or 250MB) |