2018-07-13_INSPECTION - M2008082

• Permit No: M2008082
• IBM Index Class Name: Inspection
• Doc Date: 7/13/2018
• Doc Name Note: Corrective Action
• From: RMCC
• To: DRMS
• Email Name: ECS
• Media Type: D
• Archive: No

E W
B-1 B-2 B-3
0 0
5 10112 16/12 22/12 5
C=14.9% C=7.4%
DD=1124 PCF DO=126.6 PCF C=17.2
G=0.8% G=24.6% DD=111.9PCF
5=44% S=58.5% G=0.7%
10 8/12 -200=55.2% 15112 -200=16.9% 16/12 S=15.9% 10
LL=29 ILL=26 -200=83.4%
I=17 I=11 LL=42
C=B.O% C=6.3% 1=27
DD=119.8 PCF DD=117.1 PCF
G=29.0% G=30.2%
15 15/12 S=44.3% 23/12 S=47.8% 18112 15
-200=26.7% -200=22%
3/15/18X- LL=36 LL=31
1=22 ns' I=t7
18' MC=15.6%
LL -200=5.1% 3/15/18 o, 3115/18 z ig' DD=114.1 PCF
= 20 11/12 a 20' 46/12 70I12 C'=0% 20 =
a -� 20.5' 20.5' 5=57.3% a
200=42.7%
1 Uu
=NP
50,6 •' 5016 3sd
25 24.5 24.5 25
30 30
30.0
35 35
3
0
ui 40 40
0
0
0 5 10
E
E SCALE IN FEET
N
W
°
Q•
N
O
< NOTES: LEGEND:
a
° 1. EXPLORATORY BORINGS WERE DRILLED BETWEEN ON MAY 23,2018 ® FILL: CLAY,SANDY AND GRAVELLY,MEDIUM STIFF TO VERY STIFF,
i
USING A GEOPROBE 7822DT TRACKED RIG. BORINGS WERE MODERATELY TO HIGH PLASTIC,SLIGHTLY MOIST TO WET(CL,SC).
DRILLED WITH 4-INCH I.D.FLIGHT AUGERS.
0
$ 2. LINES BETWEEN MATERIALS REPRESENT APPROXIMATE SAND AND GRAVEL:WELL GRADED,FINE TO COARSE GRAINED,GRANULES,
BOUNDARIES BETWEEN TYPES AND TRANSITIONS MAY BE MEDIUM DENSE TO HARD,WET,TAN TO BROWN(SW,SW-SM,SM).
Y GRADUAL.
0
3
0 3. GROUNDWATER LEVELS WERE MEASURED DURING DRILLING. WEATHERED SANDSTONE:VERY STIFF TO HARD,MOIST,LOW PLASTICITY,
GROUNDWATER LEVELS MAY FLUCTUATE SEASONALLY. GREY TO ORANGE(IRON STAINS)(ML-SM).
v 4. LAB TESTING:
rn
0
MC=%NATURAL MOISTURE CONTENT CLAYSTONE:VERY STIFF TO HARD,MOIST TO SLIGHTLY MOIST,PLASTIC.
o DO=NATURAL DRY DENSITY !' 'I GREY TO ORANGE(IRON STAINS),WITH LIGNITE PARTINGS(CH).
G=%GRAVEL BY WEIGHT V�
^ S=%SAND BY WEIGHT
e
-200=%BY WEIGHT PASSING THE#200 SIEVE(FINES) B-1
w LL=LIQUID LIMIT
a, PI=PLASTICITY INDEX,"NP"=NONPLASTIC MATERIAL
21 APPROXIMATE DEPTH OF GEOLOGIC CONTACT
a 5. OVERALL PROCTOR OF BERM FILL RESULTED IN A MAXIMUM DRY
o DENSITY OF 114.6 PCF AND A OPTIMUM MOISTURE CONTENT OF 3/15/18 m GROUNDWATER MEASURED IN
0 13.0%OF DRY WEIGHT.THE PERCENT PASSING-200 IS 63.2%,A BORING ON DATE INDICATED
m SANDY CLAY.
n
^a 23/12 STANDARD SPLITSPOON BLOW COUNTS.
i NUMBER("N"VALUE)INDICATES THE
NUMBER OF BLOWS OF A 140 LB.HAMMER
FREE FALLING 30INCHES REQUIRED TO
z DRIVE THE SAMPLER 1 FOOT OR THE
a
INDICATED INTERVAL.
0
24.0 DEPTH OF BORING(FT)
v
I
n
a;
m
" STAGE 6 BERM FIGURE NO.
DEERE zA U L I SUMMARY LOGS 3
__w_ JOB No. 0473.006.00 SCALE: AS `TOTED