2018-06-11_PERMIT FILE - M2008017 ‎(11)‎

• Permit No: M2008017
• IBM Index Class Name: Permit File
• Doc Date: 6/11/2018
• Doc Name: Adequacy Review Response
• From: J&T Consulting
• To: DRMS
• Type & Sequence: AM1
• Email Name: ECS
• Email Name: MAC
• Media Type: D
• Archive: No

LOG OF TEST BORE - 9 Log 3 of 4)
Client: Dust & Dirt Excavating Project: Slurry Wall Design
Site: Sec 4 Township 5 North Range 65 West Project No.: 2006-201
o p
C Q N C T
Description a U- o N J -a
Cro
v
L f]. z U N U In
_ H J <] y o- U 4 J U
C7 P] 2. -1 ??� Q C 3
[] Ui in ' 7 J E o D (rl U)
.. ��.J�:*�?R�� '. `... ��rM JA•K",„'�"1^# 1•� � Y r:L..b!°:ivhR �>0'.'9tiW"�'�!tf>:Y:1YS _ � SN;>".4`�HJIfC'N*T;"..ti. .A. .'r..h'ndk�"XJr.»�dn.w,"^S_.:Yt;>. [,'C ti"-mow.r�>•.:.'i."1��!/,+i,%
SILTY SAND&GRAVEL WITH 51
COBBLE
52 ioi'aaai 1 1 1 1 1 1 1 1 1
53 °�
1 1 1 I 1 1 1 1 1
54 aaiai
a a i i i i i i i i i
iiai�i, 1 1 • I 1 1 I 1 1
aa°ai�a� 1 1 1 1 t 1 1 1
t I 1 1 1 1 1 1
57
�i•1��1 1 1 1 t I 1 I 1 I
iaaaa a� t I 1 1 1 1 I 1 i
aiail/aiai 1 I 1 I 1 1 I 1 I
SANDY SILTY CLAY 58
1 1 1 1 1 1 1 1 1
59 1 1 1 1 I 1 1 1
SILTY SAND&GRAVEL
1 1 1 1 1 1 1 1
•ry; 1 1 1 1 / 1 1 i /
60
1 I 1 1 1 1 1 1
61
+�,✓� i i i i i i i i i
1 1 1 1 1 1 1 1 1
62
1 1 1 r t 1 I
'63
}J• 1 1 1 1 r 1 1 1
1 1 1 1 1 1 I 1 1
64 1 1 1 1 1
1 1 1 1 1 I
1 1 1 1 1 1 I
1 1 1 1 1 1
1 ! I 1 1 1
SILTY SANDY CLAY
1 1 i I 1 1 1
66
1 1 I 1 1 I I 1
1 1 1 1 1 1 1 I 1
1 1 1 r 1 1 r 1
67
1 1 1 i i 1 1 1 1
SILTY SAND ;
1 1 1 1 1
68 1 1 1 1 1 1 I 1 1
1 1 1 1 1 I 1
1 I 1 1 I I 1 1 1
1 1 1 1 1 r 1 1
SILTY SAND&GRAVEL WITH 69
C BBLE
70
1 1 1 1 1 1 I 1 1
71 11 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
71 is°i 1 1 1
ai ��jiii 1 1 1 1 1 1 1 1 1
73 aibiaii 1 1 I I 1
iai 1 1 1 1 1 1 1 1 1
iii 1 1 1 1 I 1 1 1 1
SILTY SAND 8 GRAVEL 74 1 1 1 1 1 1 1 1 1
1 1 1 1 r 1 1
SILTY SAND&GRAVEL WITH 75
COBBLE
i t 1 i I I 1 1 1
The stratification lines represent the approximate boundary lines neiween soli and rock types.tnsitu,the transi4on may be gradual.
Water Observations Boring Started: ;0/2412006
Initial WL: 15' T.R.T. Boring Complete: M2412006
WL: 15' logged By: TM
Water Checked: 10/24/06 Two Rivers Testing, Inc. Approved By T'Mc