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: NE-SW (223 degrees)

compass5, 7, AB-BC, 644, 12
Well of Interest Point of Interest

Location: 35.768600, -77.129022; Well Depth: 262 (-205.14) feet; Screen Depth: 252 (-195.14) feet; Pump Intake: (56.86) feet; Gravel Pack: (56.86) feet; Land Surface (estimated): 57 feet;
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Approximate depths to (and elevations of) hydrogeological units (feet):
SURFICIAL
0 (57)
YKNCONF
41 (16)
YKN
51 (6)
BFRTCONF
80 (-23)
BFRT
96 (-39)
PDCONF
159 (-102)
PD
173 (-116)
BCCONF
220 (-163)
BC
241 (-184)
  • Hydrogeologic unit top depths estimated to well depth.
Actual LS elev = 56.86 feet, Difference = 0.86 feet (added to 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. 7, K 22C; Land Surface: 54 feet; Location: 35.82401, -77.210115; 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: