Framework Query Results
Scroll to bottom half of page for cross-section.

Framework Map with borehole locations is shown to the right and may be viewed in a separate window.

Cross-section line is oriented approximately: NNE-SSW (196 degrees)

compass5, 7, AB-BC, 362, 9
Well of Interest Point of Interest

Location: 35.768600, -77.129022; Well Depth: 430 (-374.3) feet; Screen Depth: 420 (-364.3) feet; Pump Intake: (55.7) feet; Gravel Pack: (55.7) feet; Land Surface (estimated): 56 feet;
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Approximate depths to (and elevations of) hydrogeological units (feet):
SURFICIAL
0 (56)
YKNCONF
40 (16)
YKN
50 (6)
BFRTCONF
79 (-23)
BFRT
95 (-39)
PDCONF
158 (-102)
PD
172 (-116)
BCCONF
219 (-163)
BC
240 (-184)
UCFCONF
308 (-252)
UCF
328 (-272)
  • Hydrogeologic unit top depths estimated to well depth.
Actual LS elev = 55.7 feet, Difference = 0.3 feet (subtracted from estimated depths), USGS National Elevation Dataset 1/3 Arc Second Elevation = 56 feet
Units shown in this color may not be fully present due to erosion or non-deposition.

Boreholes
A: DWR Bear Grass Station, K 21R; Land Surface: 56 feet; Location: 35.7686, -77.129022; Water Levels, Geophysical Logs, Hydrogeologic Units
B: Town of Robersonville Well No. 8, K 22F; Land Surface: 58 feet; Location: 35.805943, -77.24989; Geophysical Logs, Hydrogeologic Units
C: City of Washington old TW2, M 21Q; Land Surface: 10 feet; Location: 35.6043, -77.1413; Water Levels, Geophysical Logs, Hydrogeologic Units
Borehole Hydrogeology
boreholes usedborehole legend
Cross-hatching indicates casing depth.

Calculated Cross-Section
calculated hydrogeologic cross-section
cross-section legend

Excluding the following boreholes: