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 - 1 Log 2 of 3)
Client: Dust 81 Dirt Excavating Project: Slurry Wall Design
Site: Sec 4 Township 5 North Range 65 West Project No.: 2006-201
a
Description a r , 'A-
C-1
G a
1-
el 2 U y 72 v ani c w
a v U) 3: G a o in cn
3t4�'.!�.^.S,'�,i::r: "�,Pv`51?i•�a_... :�.-:Y�.JF�A:'a>t�d': ,rf"arli�a.:.:W'�.1.ha'�!NS�Ya°I§f�^6'Aiu': A:r.RS'i+::`ti+..*Ja.*IDaY�.:;'Lw-7:)1:ir.#en.:Rt`=::`1��GtA'...ntia-.:?-xt��.`:§'::.'Mwt1^3 •'xYt::'.F�"R:;r'..: nid'i::�ti.
SILTY SAND$GRAVEL WITH 26 '
COBBLE 27
I 1 r 1 1 i I 1
1 1 1 1 1 1 1 1
1 1 i 1 1 1 1 1
28 1 1 I 1 1 1 1 1
I 1 I 1 1 1 1 1 1
i 1 1 1 1 I 1 1 1 1
29 1 1 1 1 I r I 1 1
SILTY SAND WITH GRAVEL
30 `° `'' BS 1 7.3 3.47 G?
31
. .'+.• i i i i i i i i i
32
1 1 r 1 1 1 r 1 1
1 1 1 r 1 1 1 1 1
i i i i 1 I i i i
33
c I I
34
. h.• 1 1 / 1 I 1 1 1
36
`,,,•.• 1 I 1 r 1 1
37 ;�c �•
;y •SSi I i i i 1 i i I i
•�, I 1 1 1 � I I 1 I
38 }< I I I I I I I
38 4 1 1 1 1 S 1 I 1
1 1 1 1 I 1
•�Y 1 1 i I 1 1 I
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 r 1
40
:.• i i I 1 1 I I 1 r
~ 1 1 1 1 1 1 I 1
"•` I 1 1 1 1 1 1 1 1
41 i• i I I 1 1 1 1 1 i
1 1 r 1 1 1 1
SANDY SILTY CLAY 42 I I I I t I I I
I 1
1 t 1 1 1 1 1 1 1
43 I 1 1 1 1 1 1
1 1 1 1 1 1
1 1 1 1 1 1 1 I 1
CLAYSTONE WEATHERED- 44
BROWNIRUST
1 1 1 1 1 1 1 I
45
i i I i 1 i i i i
CLAYSTONE-GREY 46
1 1 I 1 1 1
1 1 1 1 1 1 1
47
1 1 1 1 i 1 1
1 1 1 1 1 I i 1 i
48
SILTSTONE GREY .19 I I I I I I I I I
111 I I ; I I I I
50 1
The stralification;Ines reoresent the approximate boundary Imes between soil and rock types.Insitu.the transition may be gradual
Water Observations Sorinq Started. 10/15/2006
Initial WL: 8. T.R.T. Boring Complete 10r16'2006
WL: 8r Loggeo By TNI
Water Checked: 10/16106 Two Rivers Testing, Inc. Approved By TIVIC