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

33' -0" to AM ". Clay; brown
TD
Composite sample taken fiom 2' to 33'
HOLE H -10
0' -0" to 3'-0" Ovetburdm TopSoil; dark brown
3'-0" to T-O" Silt; tan, very fine grained
S'-0" to 11'-0" Clay; black, some grit and trace of gravel to 2"
11' -0" to 23'-0" Sand & Gravel; medium to coarse grained, gravel to 1"
23' -0" to 37-0" As Above; gravel to 311, several 4" cobbles
37-0" to 44' 4" Clay; brown
TD
Composite sample taken from 11' to 37'
HOLE H-1 I
01-0" to 5' -0" OverburdeW7opSoil; dark brown
51-0" to 12' -0" Sand & Gravel; medium grained, gravel to 2"
12'-0" to 13' -0" Clay; brown
13' -0" to 20' -0" Sand & Gravel; medium to coarse grained, gravel to 3"
20' -0" to 29'41 As Above; abundant gravel to 3"
29'4Y" to 35'-0" Clay; brown
TD
Composite sample taken from 5' to 29'
HOLE H -12
0'-0" to 4' -0" OverburdedTopSoil; dark brown
4' -0" to 61-0" Sand; medium to coarse grained
6-0" to 8'-0" Clay; gray, H2O at 6 f
8' -0" to 10'-0" Sand & Gravel; coarse grained, gravel to 2"
10' -0" to 15' -0" Sand; coarse grained, trace pea gravel