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Coffey County

Sec. 2, T. 21 S., R. 13 E
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Measured By Concrete Materials and Construction Company
core from hole designated Jones, hole 1
 
Unit No. Description Thickness
8 Overburden 9 ft.
7 Limestone - gray-brown, shaly at seams 3 ft.
6 Not recovered - due to shale 2 ft.
5 Limestone - gray 3.8 ft.
4 Shale 3.2 ft.
3 Limestone - light gray to buff, fine grained and somewhat mottled, hard 12 ft.
2 Shale - black 2.5 ft.
1 Not recovered 3.5 ft.

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