2012-09-17_HYDROLOGY - M1978210

• Permit No: M1978210
• IBM Index Class Name: HYDROLOGY
• Doc Date: 9/17/2012
• Doc Name: FINAL CONSTRUCTION REPORT
• From: WELD COUNTY
• To: DRMS
• Email Name: MAC
• Media Type: D
• Archive: No

Backfill
Sample ID
Date
Sampled
Top of Backfill
Slope Location
% Passing the Sieve Size
2 -inch
3/8 -inch
#20
#200
Specification
>80
>_ 65
40
30 - 45
1
11- Aug -11
71 +24
100.0
98.5
83.9
40.6
2
12- Aug -11
71 +24
100.0
98.1
64.2
39.5
3
13- Aug -11
71 +24
100.0
87.7
64.5
42.7
4
15- Aug -11
71 +50
100.0
83.8
65.0
31.4
5
16- Aug -11
71 +55
100.0
94.2
72.8
34.8
6
17- Aug -11
0 +00 #1
100.0
73.3
59.7
28.8
7
17- Aug -11
0 +12 #2
100.0
99.0
77.1
37.6
8
18- Aug -11
0 +35
100.0
94.4
68.0
33.7
9
19- Aug -11
0 +77
100.0
96.9
72.0
35.1
10
20- Aug -11
1 +30 #1
100.0
90.7
65.1
30.4
11
20- Aug -11
1 +30 #2
100.0
98.3
72.2
33.9
12
22- Aug -11
2 +00
100.0
64.4
48.9
24.8
13
23- Aug -11
2 +50
100.0
90.7
65.5
32.7
14
24- Aug -11
3 +30
100.0
90.1
69.9
35.0
15
25- Aug -11
4 +10
100.0
71.8
56.0
31.0
16
26- Aug -11
4 +55
100.0
91.7
68.8
35.1
17
27- Aug -11
5 +30
100.0
72.9
59.7
31.7
18
29- Aug -11
5 +90
100.0
79.4
62.8
32.7
19
30- Aug -11
6 +70
100.0
91.8
72.9
37.0
20
1- Sep -11
7 +40
100.0
92.8
79.6
41.8
21
2- Sep -11
8 +10
100.0
88.1
72.6
37.2
22
6- Sep -11
8 +40
100.0
87.4
65.5
32.3
23
7- Sep -11
8 +80
72.7
70.5
55.3
28.4
24
8- Sep -11
9- Sep -11
8 +85
9 +00
100.0
100.0
86.6
78.6
69.4
62.4
36.4
32.9
25
26
23- Sep -11
9 +30
100.0
93.2
74.8
40.3
27
24- Sep -11
9 +65
100.0
82.7
68.4
36.5
28
25- Sep -11
10 +15
100.0
83.5
63.7
32.0
29
26- Sep -11
10 +40
100.0
86.7
68.7
35.5
30
27- Sep -11
10 +70
100.0
86.7
66.9
32.8
31
28- Sep -11
11 +20
100.0
93.8
72.0
39.2
32
29- Sep -11
11 +60
100.0
84.5
73.6
39.1
33
30- Sep -11
11 +85
100.0
95.7
81.9
45.9
34
1- Oct -11
12 +20
100.0
88.3
75.8
40.5
35
2- Oct -11
12 +90
100.0
78.8
65.5
33.9
36
3- Oct -11
13 +25
100.0
95.9
68.4
34.0
37
4- Oct -11
13 +70
100.0
74.1
56.4
28.1
38
4- Oct -11
14 +00
100.0
75.1
57.2
28.9
39
5- Oct -11
14 +30
100.0
94.5
73.9
36.9
40
6- Oct -11
14 +80
100.0
82.3
66.2
34.5
41
7- Oct -11
15 +45
100.0
95.1
80.2
42.8
42
8- Oct -11
15 +75
100.0
96.5
83.4
46.7
43
9- Oct -11
15 +90
100.0
78.8
50.0
28.4
44
10- Oct -11
15 +90
100.0
92.4
73.6
36.2
45
11- Oct -11
16 +10
100.0
96.5
77.3
40.3
46
12- Oct -11
16 +70
100.0
84.4
67.2
34.5
47
13- Oct -11
17 +30
100.0
95.4
82.1
43.9
48
16- Oct -11
17 +90
100.0
90.3
70.1
33.0
49
17- Oct -11
18 +40
100.0
91.9
75.5
40.1
50
18- Oct -11
19 +10
100.0
93.1
75.2
40.9
51
19- Oct -11
19 +50
100.0
95.3
83.5
43.6
52
20- Oct -11
20 +30
100.0
99.7
93.7
49.0
TABLE IV (2)
SOIL - BENTONITE BACKFILL LABORATORY TEST RESULTS
GEISERT GRAVEL PIT DAILY OBSERVATIONS
GREELEY, COLORADO
LYMAN HENN, (A DIVISION OF BRIERLEY ASSOCIATES, LLC.)
8 -7 -2012
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