2024-06-07_PERMIT FILE - M2024026 ‎(29)‎

• Permit No: M2024026
• IBM Index Class Name: Permit File
• Doc Date: 6/7/2024
• Doc Name Note: Exhibit S - Permanent Man-Made Structures
• Doc Name: Application
• From: Colorado Sand Company II, LLC
• To: DRMS
• Email Name: NCG
• Email Name: JLE
• Email Name: EL1
• Media Type: D
• Archive: No

HYDROMETER ANALYSIS I SIEVE ANALYSIS
25 HR 7 HR. TIME READINGS U S STANDARD SERIES CLEAR SQUARE OPENINGS
45 MIN 15 MIN 60 MIN 19 MIN 4 MIN 1 MIN `200 "100 "50 "40 `30 "16 "10 *8 "4 3/8" 3/4" 1W 3" 5'6" R"
100 1- t t 0
I I
90 I
I � I I I10
80
t I 120
I
z 70 j — I 130 z
Cl) 1 I a
CO 60I 40 w
ccI-
1-
ow50 I I I � 50 w
w
i w
40 1 I 60 a
t I I I I
30 I 1 70
I
20 I 1 80
� 1
I I I
10 1 I 90
I 1 t
0 , , , ,, , I 100
001 0 002 005 009 019 037 074 149 297 0 42 1590 1 19 2 0 2 38 4 76 9 52 19 1 36 1 76 2 127 52200
II DIAMETER OF PARTICLE IN MILLIMETERS
CLAY(PLASTIC)TO SILT(NON-PLASTIC) II FINE ISANDS
MEDIUM I COARSE FINE I GRAVEL
COARSE ' COBBLES
Sample of SAND, CLAYEY(SC) II GRAVEL 0 % SAND 86 %
From TH-4 AT 14 FEET SILT&CLAY 14 % LIQUID LIMIT NV %
PLASTICITY INDEX NP %
HYDROMETER ANALYSIS I SIEVE ANALYSIS
25 HR 7 HR TIME READINGS U S STANDARD SERIES CLEAR SQUARE OPENINGS
45 MIN 15 MIN 60 MIN 19 MIN 4 MIN 1 MIN *200 "100 "50 "40 "30 *16 "10 *8 *4 3/8" 3/4" 1%" 3" 5'6" 8"o
100 1Hlio
I1
j 1 1
80 f 1 i i I 1 20
z 70 _ I I I 1 I 130 z
60 - I _,,
1 140 11 w
z 1 , 1 50 z
0 50 _ 1 1 U
a I I 11 1 a
40 I 60
II r
1 70
30 1 � � 1 I
20 80
10 190
I I 1 iIr
of I , 11 1 , � � � , 1 100
001 0 002 005 009 019 037 074 149 297 0 42 590 1 19 2 0 2 38 4 76 9 52 19 1 36 1 76 2 127 52200
DIAMETER OF PARTICLE IN MILLIMETERS
CLAY(PLASTIC)TO SILT(NON-PLASTIC) SANDS GRAVEL
FINE I MEDIUM I COARSE FINE I COARSE I COBBLES
Sample of SAND, CLAYEY(SC) GRAVEL 0 % SAND 54 %
From TH-5 AT 19 FEET SILT&CLAY 46 % LIQUID LIMIT 28 %
PLASTICITY INDEX 14 %
TRC COMPANIES Gradation
KERSEY SAND MINE
CTL I T PROJECT NO FC11079 001-125 Test Results
FIGURE A-3