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

15'-0" to 20' -0 "' Sand & Gravel; coarse grained, gravel to 3"
20' -0" to 331-0" As Above; abundant gravel to 3"
t
33' -0" to 40' -0" Clay; brown to gray
TD
Composite sample taken from 4' to 33'
HOLE H -13
0' -0" to 2' -0" Overbiudm7opSoil; black
2' -0" to 13' -0" Sand & Gravel; medium to coarse gzmmed, gravel to 1"
13' -0" to 20' -0" As Above; abundant gravel to 3"
20' -0" to 30' -0" As Above; gravel to 2"
30' -0" to 40' -0" As Above; abundant gravel to 3 ", several 5" cobbles
40' -0" to 50' -0"
Clay; brown to gray
TD
Composite sample
taken fiom 2' to 40'
HOLE H 14
'!
0'-0" to 3 '-0"
OverburdewTopSoil; black
3'-0" to 6-0"
Sand; medium
64" to 20'-0"
Sand & Gravel; fine to medium grained, gravel td 2"
20'-0" to 25' -0"
As Above; coarse grained, gravel to 2"
25' -0" to 40' -0"
As Above; abundant gravel to 31, several 4" cobbles
40' -0" to 4T-0"
As Above; no cobbles
4T -0" to 50'-0"
Clay, gray
50'-0" to 65140"
Silt/Sand and Gravel; dirty fine to medium grained, gravel to 2"
65' -0" to 70' -0"
C1ar.. gray
TD
Composite sample
taken from G to 47' and 50' to 65'