2008-01-23_REVISION - M2003016

• Permit No: M2003016
• IBM Index Class Name: REVISION
• Doc Date: 1/23/2008
• Doc Name: Surety reduction request
• From: SW Chambers LLC
• To: DRMS
• Type & Sequence: SR1
• Email Name: ACS
• Media Type: D
• Archive: No

TH
0
I-1o-os
10
20 -
v30-
d
w
0
aD -
50 -
60
0
10
20
w
= 30 -
r
0
40 -
50 -
60 -
~. .
17 12
Mc=133 T
-200=59
6 H- 2 TH-3 1'H-4 Mc=156 TH-5
-200=53
4 PH-B MC=n.9 T}1-7 BULK ~{
.
LL=35 ~ 11 t9 - .
LL=35 15
-200=71.3 -200=54.3
PI=18 MC=150 MC=1.0 PI=17 1-10-OS
-200=41.9
7 ~. 200=36.1
33
~-
~
12
1-06-05 14 1-D6-05
7
1-04-OS ~ - - - 1-O6-D5 ~5 1-O6-OS ~ - ~ -
g 7-04-DS MC=20.8
MC=26.4 . ~ 5 (NR ~
) ~ 12 -200=97.1 8
-200=54.7 -
1L~7
PI=20
~
27 ~ 18 23 6
-200=1.6
34
50/6" 53 50/4.5'
. 37 MC=170
38 -200=97.9
50/3.5" (NR) MC=20.8 fiD 50/4"
_200=97.1
50/5"
NO 7A1(ET
1
48 1
MC=20,6 . . . ...... _. .. - ._... .. .. ..... .
-200=93.4
50/4.5"
50/6"
- - MC=21.6
-200=60.5
LL=52
PI=24
X=2.9x10'2
5
PH-9 TH-10 TH-1I Mioo~nsTH-12 11 TH-l3
MC=22.2
1-06-05 14 ~ ~ 6 ~ ~ - LL=45 ~~ _200=86.1
MC=207 PI=26 }BULK _
4 I-O6-D5 ~ 200=14.2 1-07-OS 1-D4-OS 1
1-07-05 11 ~ 200=1.6 10
11 79 .. 9 22
' 35 ~ 34 50/fi° 61
MC=206 MC=18.0
-200=97.0 -200=95.8
50/3.5' 60 SO/6" 53
TH-19
19 - r 0
010 I
22 BULK
-200=2.2
10
20
50/4.5"
MC=17.0
-20D=91.5 53
60 50/5"'
r
w
w
-3C=
r
0
40
- 50
- 60
MC=188
-Zoo=i2.a
LL=45
PI=2fi
~.I
3 (NR)
1}
-200=3.8
13
MC=19 7
-200=81.1
LL=54
PI=29
7
NOTES:
10 ~
1. EXPLORATORY BORINGS ~TH-i THRU TH-14 WERE DRILLED JANUARY 4 THRU
JANUARY 10, 2005 USING ATRUCK-MOUNTED CME 75 DRILL RIG. BORINGS
WERE DRILLED WITH 4,25-INCH L0. HOLLOW STEM AUGERS.
2. ALL BORING LOCATIONS WERE SURVEYED.
20
3. LINES BETWEEN MATERIALS REPRESENT APPROXIMATE BOUNDARIES BETWEEN
TYPES AND TRANSITIONS MAY BE GRADUAL

w 4. GROUNDWATER LEVELS WERE MEASURED AT THE TIME OF DRILLING AND AGAIN
ON THE FOLLOWING OAT'. GROUNDWATER USUALLY ROSE OVERNIGHT. THE
30 LATTER VALUE AND THE DATE MEASURED ARE SHOWN. GROUNDWATER LEVELS
=
r WILL FLUCTUATE SEASONALLY.
a

w i
0
40
24 STANDARD SPLIT SPOON SAMPLE. NUMBER INDICATES
12 BLOWS OF A 140 LB HAMMER FREE FALLING
30-INCHES WERE REQUIRED TO DRNE THE SAMPLER
~
50 1-17-07
1-FOOT
I
WATER ENCOUNTERED DURIN
~
DRILLING
AND DATE MEASURED M
T
6N
T
~
2D ~200 SIEVE
THE
PASSIN
200
~
60 Lt=LIOU10 LIMIT, %
PI=PLASTICItt INDEX, 7
X= 3.8x10 5cm/s"
10 Scale in feet IN-SITU PERMEABILITY MEASUREMENT
OBTAINED FROM PACKER TESTING
DURING SUBSURFACE EXPLORATION. ~
D
I
LEGEND:
CLAY: SOFT TO MEDIUM STIFF, ~iANDY TD VERY SANDY, FINE TO MEDIUM GRAINED, LOCALLY COARSE GRNNED,
~ LOCALLY SILTY, MOIST TO WET, i ROWN TO DARK BROWN, ORANGE (SC, CL-SC)
SAND: LOOSE TD MEDIUM DEN .., FINE TD MEDIUM GRAINED, LOCALLY SILTY, MOIST TO WET, BROWN TD
BROWN-GREY, ORANGE (SM,SP~
® SILtt SAND: VERY LOOSE TO Ll)OSE, YELLOW-BROWN, MOIST TO WE7
SANDSTONE: UNCEMENTED TO LOOSELY CEMENTED, SOFT (NEAR CONTACT) TO VERY DENSE, VERY FINE TO
MEDIUM GRNNED, SILTY, WET, TAN TO LIGHT BROWN, GREY, WEATHERED TO R DEPTH DF 15' PAST THE
CONTACT OR MORE,
SANDY CLAYSTONE: HARD, WEAT+HERED, !IGHT BROWN, GREY, MOIST
z WATER ENCOUNTERED DURING DRILLING