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: N-S (187 degrees)

compass6, 2, BC-AC, 297, 96
Well of Interest Point of Interest

Location: 34.848290, -78.021550; Well Depth: 490 (-407.32) feet; Screen Depth: 480 (-397.32) feet; Pump Intake: (82.68) feet; Gravel Pack: (82.68) feet; Land Surface (estimated): 83 feet;
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Approximate depths to (and elevations of) hydrogeological units (feet):
SURFICIAL
-3 (86)
PDCONF
47 (36)
PD
61 (22)
BCCONF
111 (-28)
BC
121 (-38)
UCFCONF
267 (-184)
UCF
355 (-272)
LCFCONF
419 (-336)
LCF
439 (-356)
  • Hydrogeologic unit top depths estimated to well depth.
Actual LS elev = 82.68 feet, Difference = 3.32 feet (subtracted from estimated depths), USGS National Elevation Dataset 1/3 Arc Second Elevation = 85 feet
Units shown in this color may not be fully present due to erosion or non-deposition.

Boreholes
A: DWR Rose Hill Station, V 32V; Land Surface: 85.94 feet; Location: 34.847826, -78.021278; Water Levels, Geophysical Logs, Hydrogeologic Units
B: Duplin County G-2, U 31I; Land Surface: 91 feet; Location: 34.9786, -77.9447; Geophysical Logs, Hydrogeologic Units
C: Bill Devault, U 41E; Land Surface: 87.98 feet; Location: 34.98694, -78.831116; 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: