2014-01-22_PERMIT FILE - M2013064 ‎(10)‎

• Permit No: M2013064
• IBM Index Class Name: Permit File
• Doc Date: 1/22/2014
• Doc Name: Adequacy Review Response
• From: Varra Companies, Inc.
• To: DRMS
• Email Name: PSH
• Media Type: D
• Archive: No

HOLE H -15
a -0" to 3'-0"
OverburdeaffopSoil; dark brown .
3' -0° to I4' -0"
Sand; fine grained
14'-0" to 27-0"
Sand & Gravel; medium grained, gravel to In
27-0" to 421-00
SiIVSaud; very fine grained, trace pea gravel
42' -0" to 75' -0"
Clay, brown to gray
TD
No Composite sample taken
HOLE H-16
0' -0" to 2' -0"
Ovedxnden/TopSoil; dark brown
2'40" to S -0"
Silt/Sand-, very fine grained
S-0" to 14' -0"
Sand. & Gravel; medium to coarse grained, gravel to 1"
IO' -0" to 20'-0°
As Above; gravel to 3"
20'4)" to 4l' -0"
As Above; abnndani gravel to 3"
LA-
41' -0" to J' -0"
As Above; no cobbles
47' -0" to $0'-0"
Clay; gray
TD
Composite sample taken from 5' to 41'
BOLE H-17
0' -0" to 3' -0" Sand; fine grained
3' -0" to 151-0" Sand & Gravel; medium to coarse grained, gravel to 1"
15' -0" to I8' -0" Sand; coarse grained
18' -0" to 19' -0" Clay; brown
19' -0" to 23'-0" Sand; coarse grained, trace pea gravel